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Home My WebLink About6671 Paden Wheel St— — — — — — — — — — — — — — — , I I I I I I I I I i I I I I I I I I I I I I I I I I L--------------- J BRANDYWINE 50ft SERIES, 4259 MODEL SILVERADO-0418-4259-A-LEFT REVISIONS REVISIONS REV. # DATE DESCRIPTION REV. # DATE DESCRIPTION PAGE DESCRIPTION 1 06-24-10 VALUE ENGINEERING 9 01-27-15 WALL LEGEND CHANGED INT NON BEARING PARTITIONS FROM 25 GA MTL STUDS TO 2X4 WD STUDS CO COVER 1 A FIRST FLOOR ELEVATION A 2 06-07-12 MASTER REVISIONS 16" D. CLOSET SHELVING AND ELECTRICAL REVISIONS 2 A SECOND FLOOR ELEVATON A 3A EXTERIOR ELEVATIONS ELEV. A 10 06-01-15 2014 CODE CHANGE 3A 1 EXTERIOR ELEVATIONS ELEV. A 4A ROOF PLAN ELEVATION A 3 08-29-12 MASTER REVS- REMOVED RECESS IN BATH 4. MOVED BEDROOM 6 WALL 4" INTO BEDROOM. MOVED A/C UNITS TO REAR 11 07-09-15 FROM T-0" TO T-2" CHANGED 2ND FLOOR WINDOW HDR. HT. 5 STAIR SECTION / INTERIOR ELEVATIONS 12 04-27-16 UPDATE & CHANGE SHOWER PAN SIZES PER SHAWN REED 04-22-16 6 FRONT ENTRY SECTIONS 13 07-11-16 7-1-16 CODE UPDATES (FIRE RATED SOFFITS) E1 1st FLOORFLOOR ELECTRICAL PLAN E2 2nd FLOORFLOOR ELECTRICAL PLAN 4 11-27-13 STRUCTURAL STRAPPING FIELD REVISIONS SHT S3.1 BC 14 08-11-16 ADDED STAIR DETAIL PER MARK KIPP 07-29-16 WP1 FLASHING DETAILS WP2 FLASHING DETAILS 5 02-06-14 ADDED ELEVATIONS J & K 6 04-17-14 ADDED ELEVATIONS G 7 10-06-14 -AC/CHASE ADDED AT MASTER BED WIC. -7/DT3 BALCONY DETAIL WAS REVISED. -TRANSOMS AT ENTRY DOORS ELEVS 'F" AND "G" WERE ELIMINATED. DRAWING INDEX PAGE DESCRIPTION DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. Aim ox'T C� F !wy5s A '•NORK SHALL COMPLY W" PR ILING FLORIDA BUIL4�lNG CODE, f AI FLECTPI-COL�,�f NF�I O� . -- AND THE VT``Q' <yF zr-Prt'�l MILLS ORDINANCES 4yyv;;;g- 5,qql sv'6 y(zorA�gs�l PAGE I DESCRIPTION S1M FOUNDATION PLAN ELEVATION S2.1A FLOOR FRAMING AND LOWER ROOF PLAN S3.1A UPPER ROOF FRAMING PLAN S4.1 LINTEL & COMPONENT DESIGN RESSURE PLAN D1 DETAILS D2 DETAILS D3 DETAILS SN STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3 STRUCTURAL DETAILS S4 STRUCTURAL DETAILS S5 STRUCTURAL DETAILS S6 STRUCTURAL DETAILS ST STRUCTURAL DETAILS SS STRUCTURAL DETAILS '- r- O O p N ' cc,,:) O U) CO al ( CO CV � LL � I� 0 c X ,2) r�ClzY) C)M ) • z ,1 Yr{}�S P fi Z 4 °. swim r rt v ax• fJ; w UJ ir S �.m to w � 0 NO a.m Z0 d a NW W �� WE Mrqz O p z �o p O V 20 Q H Q y�0 Fa0 W �w W z c� irM U � N IhOJ'JN3S43�hhA1M I�' I1..'LI W J 0 Q LO 0- N lit � U') W � Z dN- 00 Q �' o Z ; ' O z w -- z Q o J Q \W O J_ U) x title: LLJ COVER SHEET U Z O + 0 z project no. 2017556 o Ichecked: AB/MC drawn: u) 1 date: 10-09-17 N' scale: A;3 SHOWN 8 10-27-14 LANAI SIDE WALLS CHANGE FROM 9'-4" TO 10'-8" 9 08-01-16 ADDED STAIR DETAIL PER MARK KIPP 07-29-16 1 h I1,1, i'uG.k J i a CI 0 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. r,n,_rn, I0. 01 24'-6" 14'-9" 10'-91, 6-8" 17'-10" 13'-5" V-4" AC#1 AC #2 I Og OT. OF FLAT — — — — — J HB SOFFIT @ 8'-0" EGRESS BOT. OF FLAT SOFFIT 8'-0" _' — — — — — ——_ —_ —_ —_ —_ —_ —_ —_ —_ xx LINE_ OF BEAM ABV. LA HOWE I 1 ,—DOOR LOCATION W I j = 48" X 36" SHOWER PAN FOR OPTIONAL 1 SCREENED LANAI o O0 O 5 Q I 5'-9" 5'-9" 7 C° r— U 3'-0" 2'-8 1/2" L. 1-0" 1/2" Q BEDROOM #6 x J COVERED LANAI m I — 9'4" CLG. BATH 4 9'-4" CLG. o Fr o O II N A N 9'-4" CLG. z w NO z 2'-5" 9'-2" 2'-5,J UPLIFT Q 7 S4 CO 61 12'-0" ih 2'-4" 6'-10" 2'-0" 01) U') ARCH _ ` D — — 10 i� GG 2'-10" 3'-0" 2'-8° BREAKFAST OLD FR NG 3/4" I S3 S3 OUT FROM BLOCK 9'-4" CLG. GG WALL TO ACCOM. A O 8 D S3 5 S3 FURRING ON BLOCK WALL 00 J W STUDS 5'-8 1/2" S6 @ 12" O.C. 20'-2" 2'-7 1/2" 1 LOW WALL 5'-6" TYP @ 2 STORY 4f ° LOW m FAMILY 0?I WALL r _ r f 9' 411 CLG. I 6 GG 1 5 2'-0" 5,_9„ J S3 L. CPT. TILE I I J N � ABINE ® RANGE W/ o 3: r — -1KITCHEN E HOOD ABOV. b I I Y O I I 9'-4" CLG. OPT. MICRO. REFER TO I z ElFRAMING DIM:. i ON STUD PACKS I -- m I I 5 I N � I1 DW 5 1 I I N 5 I I s3 III L-__J 0. 14'-4" 4" 5'-4" 8'-4" T-5" L. 2'-3" 6-2 1/2" L. 2'-4" '-1 r /2" NOM. - LINEN NO UPLIFT 4' � , ° 3 CAR TANDEM GARAGE WH Q ° L------- O — PANTRY N 9'-4" CLG. �� S4 `�� REF. - UPLIFT?,----,,Q�� P// I— --} 5 SH �vp i Is LO �F S4 7„ 2 REFER TO FRAMING UP 4" DEEP NICHE X 24" WIDE PLANS FOR STRAPPING LAUNDRY co CENTER ON STAIRCASE INFO 9'-4" CLG. Oo (D2 SHELF 60" A.F.F. Y 36" HIGH D -�11W Q HANDRAIL i N 0- 'OPT_ OPT. — C� p 5 N GG I -- I----- I M v~i 6 v 0 o s3 7 N DINING A W = W STUDS o C� GG 8 9'-4" CLG. AO DRYER HANSON _ S3 W W- Q VENT BOX C° - m S3 " 19'-8" — i! Y — ID Q b v 8" 1 U-0 1/2" 1- 10 3'-5" = — 14'-10 1/2" Q N o a I NOM. 11— J J — 12 4 U_ NO UPLIFT cn I`_ x � I 5 — D2 13 STO. Q RCH S4 N I 14_ ARCH ARCH N _ LIBRARY M c� 9'-4" CLG. — HB /I / 1 /- — ` 17 3'-0" 8" 4'-10" 8" 4'-10" 4" -I 3" 1 0 HOLD FRAMING 3/4" D OUT FROM BLOCK Q NO o S3 WALL TO ACCOM. S4 UPLIFT FURRING ON `� BLOCK WALL a LIVING 1 C' 4 U N 9'-4" CLG. 7(1111111111 A O I I00/ J FOYER CV 9'-4" CLG. io D HB N I I S3 II I 1 1 IVOPT. 36" HIGH I I HANDRAIL O I I A O _ � z 2'-0" 16'-0" 2'-4" 1 1 5'-2" 5'-2" V-6" I 11 V-3" 6-7" U00 z o _ 0 0 co z o 20'-4" I 10'-4" I I 19'-4" N a o 8"X8" CMU COL. I1 z Z �L O ZN " BEARING TOP OF COL @ — — DASHED LINE INDICATES COVERED PORCH I CD 8'-0" W/ (1) #5'S VERT. I BOT. OF SOFFIT 8'-0" TYP. 9'-4" CLG. 1 ~ TYP OF (3) — — — — — — — — — — STEP 1 CD 20'-0" 1 6„ 8" 6„ 1 8'-1 1/2" 6" a6'5'-2 1/2" 6„ 8" 6„ 11'-8„ 70 18 J D1 SIM 50'-0" Ole 1st FLOOR PLAN ELEVATION "A'1 1 /411 = 1'-0" v INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 8'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 9'-4" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-8" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WALLS TO BE UTILIZED FOR TRUSS NON -BEARING 2x4 WOOD STUDS @ 24" O.C. U.N.O. INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. WATER HEATER -.- PROVIDE MIN. 48 GALLON WATER HEATER WET AREAS: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.0 WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. O DOOR SCHEDULE MARK WIDTH HEIGHT ITHICKNESS COMMENTS 1 3-0 6'-8" 1 3/4" SOLID ENTRY w/ 12" SIDE LITE-TEMPERED 2 2'-8" 6-8" 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR 3 (2) 2'-6" 6-8" 1 1/2" H.C. INTERIOR 4 2'-0" 6-8" 11/2" H.C. INTERIOR 5 2'-8" 6-8" 11/2" H.C. INTERIOR 6 2'-6" 6-8" 11/2" H.C. INTERIOR 7 5'-0" 6-8" . NOM. BI-FOLD 8 16-0" T-0" ----- OVERHEAD GARAGE DOOR 9 2'-4" 6-8" 11/2" H.C. INTERIOR 10 9'-01, 8'-0" ----- SLIDING GLASS DOOR -TEMPERED 11 4'-0" 6-8" NOM. BI-FOLD 12 2'-8" 6-8" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2) 2'-6" 6-8" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 14 2'-6" 6'4" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 15 (2) 2'-0" 6'4"1 1 1/2" 1 H.C. INTERIOR POCKET DOOR O WINDOW SCHEDULE MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS A 35 SH 53 7/8" x 63" 8'-0" 1 B (2) 25SH 75 1/2""x63" 8'-0" 1 SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS C 25 SH 36 1/4" x 62 1/4" T-2" 1 3040 SH 36 1/4" x 48 1/4" T-2" 1 E 24 SH 36 1/4" x 50" T-2" 1 F 1/2 33 SH 25 3/4" x 37 5/8" T-2" 1 G 35 SH 52 3/8" x 62 1/4" T-2" 1 H 34 SH 52 3/8" x 50" T-2" 9 NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. MISCELLANEOU.S a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S DO NOT SCALE PLANS. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS MAY BE + OR -. 2. EXTERIOR WALLS: a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOMES iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2.1/R302.11 OF THE 2014 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2" SAG- RESISTANT GYP SOFFIT BOARD. f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BACKERS R702.3.8.1 /R702.4.2 2014 FBRC h. FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH HABITABLE ROOMS ABOVE. Y2" MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. 6. CABINETS: a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON THESE DRAWINGS. b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. 8. WINDOW & DOORS: a. MISCELLANEOUS: i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOWAND DOOR SCHEDULES ON PLAN. ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENINGS PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. V. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. PROVIDE SHUTTERS CERTIFIED TO MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. o viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN C LABEL. b. INSTALLATION: i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: ° 1. FIRST FLOOR AT 8'-0". C 2. SECOND FLOOR PER PLAN. c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 `- ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND s 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION c OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. ° N. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. o U d. TESTING: i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA o 101/I.S.2 OR ANSI/AAMAIWDMA 101/I.S.2/NAFS OR AAMANVDMA/CSA 101/I.S.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE o (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE.11 9. INSULATION: U a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. o 0 b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE s SHALL RECEIVE R-30 BATT INSULATION. ° c. INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: a i. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES ° C iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. U e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS. f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE F WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. AREA CALCULATIONS 1st FLR. LIVING 1,912 SQ. FT. 2nd FLR. LIVING 2,347 SQ. FT. TOTAL LIVING 47259 SQ. FT PORCH 177 SQ. FT. COVERED LANAI 167 SQ. FT. REAR BALCONY 166 SQ. FT. GARAGE 722 SQ. FT. TOTAL 57491 SQ. FT. U z 0 �o� mN�o a U) M _O J 0 Li- C:) 0 ti O o c4 w N ea ;] w• a 4 C.? W K " - g v w" q/ ll Ip tq C�1 yea. J Q 2 z oho ..yY! Vi off- U M po Qo RSL �ot�f LLoo to FW F s Y p o v . ........ o�W ' �w Z >r U W W' Q o �~zLL Wi2 tow vw � U ❑ U d' N WOO ONUSQJ'MMM LL W J Q Q Ln 0) CL N V L , W c1q a Z I W Z Q �z 1 O z W Q 0 <; MM0� W W title: 1st FLOOR PLAN 0 project no Z checked: o m drawn: date: N scale: 0 F COL W L 2017566 AB/MC 10-09-17 AS SHOWN - The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. r--------------- I I � I � I � I I I I I I L— — — — — — — — C c 2nd FLOOR PLAN 1 /4„ = 1'-01 1 r,m-n,, LEGEND INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 8'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 9'-4" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-0" TOP OF CMU INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-8" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WALLS TO BE UTILIZED FOR TRUSS NON -BEARING 2x4 WOOD STUDS @ 24" O.C. U.N.O. INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. WATER HEATER: PROVIDE MIN. 48 GALLON WATER HEATER WET AREAS: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.0 WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. O DOOR SCHEDULE MARK WIDTH HEIGHT THICKNESS COMMENTS 1 3-0 6-8" 1 3/4" SOLID ENTRY w/ 12" SIDE LITE-TEMPERED 2 2'-8" 6-8" 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR 3 (2)7-6" 6-8" 1 1/2" H.C. INTERIOR 4 2'-0" 6-8" 11/2" H.C. INTERIOR 5 2'-8" 6-8" 11/2" H.C. INTERIOR 6 2'-6" 6-8" 11/2" H.C. INTERIOR 7 5'-0" 6-8" NOM. BI-FOLD 8 16-0" T-0" ----- OVERHEAD GARAGE DOOR 9 2'-4" 6-8" 11/2" H.C. INTERIOR 10 9'-0" 8'-0" ----- SLIDING GLASS DOOR -TEMPERED 11 4'-0" 6-8" NOM. BI-FOLD 12 2'-8" 6-8" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2) 2'-6" 6-8" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 14 2'-6" 6'-8" 1 3/4" FRENCH DOOR SINGLE LITE-TEMPERED 15 (2) 2'-0" 6-8" 1 1/2" H.C. INTERIOR POCKET DOOR O WINDOW SCHEDULE MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS A 35 SH 53 7/8" x 63" 8'-0" 1 B (2) 25SH 75 1/2""x63" 8'-0" 1 SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS C 25 SH 36 1/4" x 62 1/4" T-2" 1 3040 SH 36 1/4" x 48 1/4" T-2" 1 E 24 SH 36 1/4" x 50" T-2" 1 F 1/2 33 SH 25 3/4" x 37 5/8" T-2" 1 G 35 SH 52 3/8" x 62 1/4" T-2" 1 H 34 SH 52 3/8" x 50" T-2" 1 NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. MISCELLANEOUS a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S DO NOT SCALE PLANS. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS MAY BE + OR -. 2. EXTERIOR WALLS: a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOMES iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2.1/R302.11 OF THE 2014 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. b. ALL INTERIOR WALLS SHALL HAVE STANDARD Yz" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2' SAG- RESISTANT GYP SOFFIT BOARD. f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BACKERS R702.3.8.1 /R702.4.2 2014 FBRC h. FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH HABITABLE ROOMS ABOVE. ''Y2' MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. 6. CABINETS: a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON THESE DRAWINGS. b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. 8. WINDOW & DOORS: a. MISCELLANEOUS: i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENINGS PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. PROVIDE SHUTTERS CERTIFIED TO MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE (+/) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN L LABEL. b. c INSTALLATION: i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: 1. FIRST FLOOR AT 8'-0". i 2. SECOND FLOOR PER PLAN. c c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 ` i ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND s 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. ` iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. i d. TESTING: LE i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA i 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC t ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE ` (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 9. INSULATION: a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE SHALL RECEIVE R-30 BATT INSULATION. c. INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: i. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS. f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. AREA CALCULATIONS 1st FLR. LIVING 1,912 SQ. FT. 2nd FLR. LIVING 2,347 SQ. FT. TOTAL LIVING 41259 SQ. FT. PORCH 177 SQ. FT. COVERED LANAI 167 SQ. FT. REAR BALCONY 166 SQ. FT. GARAGE 722 SQ. FT. TOTAL 51491 SQ. 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O Na•::"*,.+ s 1 7f. 1 f w r k" t : .,; . �' s,^ . ak *Ymr I'd'A 5 +i•r tyt. y ; .+''`Y' t • Ytir� 1 i''`. % `t ,-,..IV [ -.;,'J��?-.. iti h S $ _ $ ..1. sr +P Y < a• v ;:• «., r . i,p4• •w.'a• I •y Y• S•::'k r 'r 1i'i'�.r «: ee`ftw•.W^•v-,..,g;,,- ley*4•:Y 7', •,`'a•'.. ^7•S t,gtr,' .r++,i ay •.•.. "'�4'6,'';rl`•+r.:f.y +•T.R'•,^, e.'. A "'xA ^5D`••4.''.Y `aK, .•.+, ..ti,'tI .1 ;.,; r. �,:..,:: i..y. : 'rs ;.: ,-.4• ;. +:,4 v :r'FL`^".,: $e'; �' 'Y' i #° :r'r« ya ° ytr.+.• @. . :k t t'rr <° �•a a ' } T; } M ,m 7" AacM ta..`y 7 . A t •Y 'a` r am, • , �: . . a ... ., . " : _ . e . "�``, ppt_' x' tm �+1'M.y y.= y=K.;*,, ,,�,•;c..w ^...i. t All %, -.4. €1 OPT .DECORATIVE J HANDRAIL �------------ 1 6 EXTERIOR PLASTER 12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER 0703.6 EXTERIOR PLASTER. ELEVATION / SHINGLES U.N.O. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS R703.6.1 LATHE. MANUFACTURER. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE FLASHING SHALL BE INSTALLED AT WALLAND ROOF INTERSECTIONS, AT LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), AROUND ROOF OPENINGS. 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS OTHERWISE APPROVED. ON RAKES. R703.6.2 PLASTER. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH BEHIND THE FRONT FACADE ZONE. AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER _ MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR �j ASPHALT SHINGLES (IF APPLICABLE) : DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM T 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, LL NLY BE USED ON ROOF SLOPES OF 2. ASPHALT SHINGLES SHA O NLY TW ATS PROVIDED THE PLA TER APPLICATION NEED BE O O CO S HORIZONTAL 2:12 OR GREATER. TWO UNITS VERTICAL IN 12 UNITS( ) TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB A (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS EXTEND BELOW, LATH, PAPER AND SCREED. 3A REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH BE AS SET FORTH IN TABLE R702.1(3). ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. R703.6.2.1 WEEP SCREEDS. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), 16" BANDING AT AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, FLOOR TRUSS MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 CONTROL JOINT UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON INSTALLATION INSTRUCTIONS EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP AT BOTTOM OF SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES (102 MM) ABOVE THE BANDING CLAY AND CONCRETE TILE (IF APPLICABLE) : EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, TRUCTIONS OR ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD IS DETERMINED IN R703.6.3 WATER -RESISTIVE BARRIES. ACCORDANCE WITH SECTION R301.2.1.3 OR THE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN RECOMMENDATIONS OF RAS 118,119 OR 120. SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, F.B. .R. - 5TH EDITION 2014 REQUIRED UNDERLAYMENT PER C RE U U Q ( ) P R-PERMEABLE BARRIER WITH HALL INCLUDE O S DE AWATER-RESISTIVE VA C U R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D TYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERAL PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY D HALL BE INSTALLED IN R LL ROOFING AN S SURFACEDO -SEPARATE CONTINUOUS PLANE T EACH LAYER PROVIDES A SUCH THAT C N FL RIDA HI ACCORDANCE WITH FRSA/TRI O HI GH H WIND CONCRETE C AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.8) AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BANDING AT BASE WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH BETWEEN THE LAYERS. SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. R312.2.1 Windowsills. In dwelling units, where the opening of an operable window is located more than 72 inches \ (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of BANDING WITH the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in SMOOTH TEXTURED which the window is located. 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LU Y��YYYYYYY^^YYI VJ w > I title: _ x W X ELEVATIONS 6 Z O O r no. 2017 56 Z project 5 rn w checked: AB/MC a� < drawn: m LO date• 1 -17 0 09 DISCLAIME R 0 I Aas SHOWN N sca e. O •e I- I 0 } a *1 0 A 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. � 1 , If _-------------- -- - - I - - -1 .1' --------------- � I I � I ( I I L--------------- J RAILINGS SHALL NOT - ALLOW PASSAGE OF A 4" DIAMETER SPHERE ARCHITECTURAL SHINGLES 19'-4 7/8" HEEL HGT. 18'-8 7/8" BRG. HGT. - - 17'-10 3/4" WDW. HGT. 1 x 12 TRIM 10'-8 3/4" BOARD 2nd FLR OIL 9'-4" - BRG. HGT. 8'-0" WDW.. HGT. 01-01, FIN. FLR. 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'°SYxa',°.°'� ,qi,a i+^A,° .}•a1+a, w�°. X,B•°,°t1°"°�A°' 0. �gY',tm •a ":*°°"°'gym@ �p,.s .«e°a, Hk : ° S .,,& a. +a , f,k,. ° ' ,o+w. ; nr.'' 1• „ t,a,k°°.. a x . •t ,..` •°"R , sa,,°.° w . �,. , •,p F,x,m.� ^°°° ° k e•Sy.�*.roew' t`w�rrn°�a°"`,�.i a ;e u' wffic �"`�4s.La.�•t ?•: w'•' •�. w °*+•4�� °°'Y1..' x.. `i •�. at *s° �.w .°i•. �.: ,l' : }^,°•v+'+,: 4;w n. � i w ?4• 'a `t.•'.. 1• r,"'� fi � " a.1.. r"t "ti _ :b Y° °A' ...L•+ Y 'i _ , .. .. ®;.kv a'Y' a, _ r +Y. "i. _ ,_ ... ,:,_^1• _, 4_ ROOF CRITERIA EXTERIOR PLASTER 12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER R703.6 EXTERIOR PLASTER. ELEVATION / SHINGLES U.N.O. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS R703.6.1 LATHE. MANUFACTURER. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND NAILS HAVING A 7/16-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), AROUND ROOF OPENINGS. 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS OTHERWISE APPROVED. ON RAKES. R703.6.2 PLASTER. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH BEHIND THE FRONT FACADE ZONE. AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR ASPHALT SHINGLES (IF APPLICABLE) : DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS EXTEND BELOW, LATH, PAPER AND SCREED. REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH BE AS SET FORTH IN TABLE R702.1(3). ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. R703.6.2.1 WEEP SCREEDS. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH A MINIMUM 0.019-INCH (0.5 MM) (NO. 26 GALVANIZED SHEET GAGE), AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES (89 UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON INSTALLATION INSTRUCTIONS S EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP F 4 INCHES 102 MM ABOVE THE REED HALL BE PLACED A MINIMUM O C S SC S ( ) CLAY AND CONCRETE TILE (IF APPLICABLE) : EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND SHALL BE OF A THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND RECOMMENDATIONS OF FRSA/rRI FLORIDA HIGH WIND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD IS DETERMINED IN R703.6.3 WATER -RESISTIVE BARRIES. ACCORDANCE WITH SECTION R301.2.1.3 OR THE WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN RECOMMENDATIONS OF RAS 118,119 OR 120. SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, REQUIRED F.B.C.R. - 5TH EDITION 2014 QU UNDERLAYMENT PER F.B.0 SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D TYPE II; OR ASTM D 1970 OR ASTM D 6380, CLASS M MINERAL PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY AND HALL BE IN TALLED IN FA ED ROLL ROOFING S S SUR C EPARATE ONTINUOUS PLANE SUCH THAT EACH LAYER PROVIDES A S C ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND ANY FLASHING INSTALLED IN ACCORDANCE WITH SECTION R703.8) AND CLAY ROOF TILE INSTALLATION MANUAL FIFTH EDITION INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED ERMINED IN AC ORDANCE WITH W HERE THE VASD IS DET C BETWEEN THE LAYERS. ATI N F RA 118 119 OR 120. 301.2.1.3 OR THE RECOMMEND O S O S SECTION R , R312.2.1 Windowsills. more than 72 inches e the opening of an operable window is located In dwelling units whey h o 9 P 9 P (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of m above the finished floor of the room in e window shall be a minimum of 24 inches 610 m the ( ) which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within 24 inches (610 mm) of the finished floor. 18'-8 7/8" BRG. HGT. 17'-10 3/4" WDW. HGT. 10'-8 3/4" 2nd FLR PORCH BRG. HGT. OPT. DECORATIVE HANDRAIL DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. �T--oo (�oIT F= O "- NcoN W CY) ui y-a N N - _J0000 -3 d'q O = X O c6 U) CU zW� '1 4 "yam +, + C7 w A� r Q"' .� �. L w W � LL H QQ V O H F-I r M O I I� N - hw + V OVO Z w Y a i Q OFES72 m Wad W IL O g w 8'4 Z - y C7 p W co z� !.g��j M N R F P ' V Q V �' 0 W a 'Lucy Q w @U M U d -•m w w�LLLL LU.,. �wE. �a o a� fit "O � W W W K U ElP K O�O U N YVOJ'sJNHSQ3MMM TF W Cy) Q Q � N � LO LI N � Z � - 00 � � r Q o Z 1 z; ; Z Q C)W J 4 Mryo W vJ title: ELEVATIONS 0 0 Z project no. 2017556 W checked: AB/MC m drawn: LO1 date: 10-09-17 NI scale: AS SHOWN F } a U 3A 1 an(t is certified as such. The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL r L ROOF PLAN ELEVATION "A" 1 /4" = 1'-0" TYP. OVERHANG VENTILATION REQUIRED MAIN HOUSE 2,546 S.F. / 300 = 8.49 8.487/2=4.24 4.24* 144 = 611.04 SQ. IN. 611 SQ. IN. OF VENT REQUIRED OFF -RIDGE VENTS 611 SQ. IN. REQUIRED 611 SQ. IN. PROVIDED (OFF -RIDGE VENTS) GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. �- o o E U)MO�� r� J 00 00-� rl- > - V �CCLX'' oCCO tea) CU ' X0 �5 s awl mzg �ry U1 w gcFa00 8 •- Ror-'Im"I"w's FC- S�% 4' E �WW.r t'sti JQ�� c7 Q h w� 0 �rzLL +OW UW W2 U ❑ F 7 O U cV WO�'iJN3S43'MMM I- IH ' W J Q LO N It LO W CN Q Z 1- - 00 Q o Z O z w z £Q � ry Q 00 � w U) title: ROOF PLAN project no. 2017566 checked: AB/MC drawn: date: N scale F- I } 0 U 10-09-17 AS SHOWN Rm"I The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. N M r FIRST FLOOR INTERIOR ELEVATIONS I I i HOOD w/OPT MIRCO L FIN OKITCHEN 1 /4" = 1'-0" 6 KITCHEN 1/4" = 1'-0" 2 KITCHEN 9'-4" AFF CLG HT 707milffMmlN 1/4" = 1'-0" 4 KITCHEN 1/4" = 1'-0" 7 BATH #4 1/4" = 1'-0" 9'-4" AFF CLG HT 0 5 KITCHEN 1/4" = 1'-0" ALL AR( $ ARCH DETAIL FBRC 2014: R311.7.5.1 Riser height. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch (102 mm) diameter sphere. R311.7.5.2 Tread. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.7.5.2.1 Winder treads. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. R311.7.5.3 Nosings. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not more than 11A inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch (12.7 mm). R311.7.8 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. R311.7.8.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inch (38 mm) between the wall and the handrails. R311.7.8.3 Grip -size. All required handrails shall be one or the following types or provide equivalant graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 6 1/4 inches (160 mm) with a maximum cross section of dimension of 2 1/4 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. Type II. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 1 3/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1 1/4 inches (32 mm) to a maximum of 2 3/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). RCH 1/4,, = 1'-0" DISCLAIMER SECOND FLOOR INTERIOR ELEVATIONS 9 MASTER BATH 8'-0" AFF CLG HT 11 BATH #3 8'-0" AFF CLG HT 1 /4" = 1'-0" .0000 1 10" 1" max. \ FIRESTOPPING BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP & BOTTOM & BETWEEN STUDS ALONG & IN LINE W/ ADJACENT RUN OF STAIRS IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. 1 STAIR SECTION 1 /2" = 1'-0" 1 o MASTER BATH OIL 8'-0" AFF CLG HT 12 BATH #2 REFER TO STRUCTURAL SHEET #ST FOR STAIR CONSTRUCTION DETAILS 0 ao 1/4" = 1'-0" 1/4" = 1'-0" oE ~ M �o N O N 00 ON J .U)M �, 4-a, rN N 0 U) J coco • lL I,- o C) n Nt" c o s CLM o M co \,,`W N �j0�✓/f \A f' W �r � i� Q-,t- 4j� � U H o Z A. -Z V pp M90 MR Q t7 "ROFE > 0 i 0,z �� LLW o�No oo w/ltlfilir oz ' m,� Z; &�Q.. 03 V a�� 3. Q : a y F" W �o O pW 1Z W Q�U d C v ai w Q W W c U ❑ N WO�''JN�SQd'MMM LL LLI J <i Q LO �— N qt � LO W N Q Z 00 Q O Z 0 O Z W Z "Q J ty Q m W J_ U) V UJ title: af U) w z INTERIOR ELEVATIONS 0 0 z project no. 2017556 2 W checked: AB/MC 0 drawn: date: 10-09-17 N scale: AS SHOWN Q I _0 } a 5 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and `is certified as such. 7-�-- r-- ii rni 11 - Mr-ia it J ARCH SHINGLES ON APPROVED UNDERLAYMENT PER ASTM D226 ON ROOF SHEATHING ON PRE-ENG TRUSSES AT 24" O.C. 19'-4 7/8" � 12 FOR STRAPPING REFER HEEL HGT. �s TO ROOF FRAMING PLAN. 18'-8 7/8"" 2ND FLOOR BRIGHGT. , T-0" 7/8" CEMENTIOUS FINSIH ON PAPER BACK LATH ON BUILDING WRAP ON EXT. SHEATHING ON 2X4'S AT 16" O.C. ARCH SHINGLES ON APPROVED UNDERLAYMENT PER ASTM D226 ON ROOF SHEATHING ON PRE-ENG TRUSSES AT 24" O.C. 10'-8 3/4" 2ND FLOOR DBL 2X W/ 1/2" PLYWOOD SPACER ._ I • PLATE HGT. e I■I vLINE OF BEAM BEYOND TO ,jilk81-0"REFER TOP OF CMU COL. JJ/SA FOR g STEM WALL �Y INFILL FRAMING TO WIDTH OF 8"X8" COL. ; BELOW. a' i� REFER TO DOOR SCHED FOR FRONT DOOR � 6'-4" WALL TO CENTER OF COL 0" 6" s� 0'-0" FIN. FLOOR 8"X8" CMU COL. WITH TEXTURED CEMENT PLASTER FINISH REFER TO ELEVATIONS REFER TO DETAIL THIS SHEET BANDING r (V r { GRADE REFER TO FOUNDATION PLAN AND DETAILS 0 ENTRY SECTION ELEVATION "A" �J6 1 /2" =1 '-0" SMOOTH TEXTURED CEMENT PLASTER FINISH J z Q z O H a O .. e` •� y `i. ••'':S••" ` .y t , o 't S:•t` , e' a• •• . 1. :a `, ° •" e fyd �, ••,'• " t °. 'y'd `,�, , , : .," .y .f ••e. t,a•, , , . , a •• 6.{• 'f,I. •r • e .e Y 'a .•J ' ` • q. .. ,} 4 . .a.r .. t ':.y ."^., .. s 'a, t t , to .•a � r+ � . • f' � t t.' 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AT TOP I BANDING SMOOTH BANDING (--1� ENTRY DETAIL ELEVATION "A" � S 0 r � � M..4 �'•t V ` z � - c W N 7 f qz a z LLI o�Z0 LU U Sa o o �..o ❑w 9Fq �a w tq m Z O w7d LLW;W oQp z ?mow W 3 Q W�o Z,v, �'`� a w a � F-' Ma ' F� N Z' >v� d^ W map W caw FWW c� El OFM N Y�IO�''JNHSQ3'MMM z z Q LL o w W " t m Jz (D z o L) 0 LO Q 1 Z _ o (N ' n Q m LL W o LL W W Q 0 O w zoo m w r U 0 o LL 7 Q L 1 W ° 1 1 1 L.LI Q0 d J o w WU) Ilk a z \ 0 0 w J F o U^ v , F z w U O w title: UJ FRONT ENTRY SECTS. z A,B,C o 0 project no. 2017556 Z W checked: AB/MC m drawn: a date: 10-09-17 DISCLAIMER c°v scale: AS SHOWN IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. I 0 } a 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such, I �17 � � i I i i T Tlll 1 I IT ICI , . � I I ��. , �� ,;� L, � �,� ��VIJ�� I� �� l �l �i I� II'I �k !'I lll =�'Ifl-�kil:e�C'Ilu �i�l l��l'I p.'��l i �l. , �4�1 1 .��I � � METER ELECTRICAL FIRST PLAN ELEVATION "A" NFPA 70 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEE 200A INDOOR PANEL CENTER METER MAIN 0 200 amp 150 amp Disconnect #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT R314.2 / R315.1 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER 2014 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP AND SHALL BE INTERCONNECTED. 3, ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, FAMILY ROOMS, HALLWAYS, AND DINING ROOMS SHALL BE PROTECTED BY ARCH FAULT BREAKERS, PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 4. TAMPER -RESISTANT "TR" RECEPTACLES: ALL 125-VOLT, 15 & 20 AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND EXTERIOR LOCATIONS MUST BE "TAMPER -RESISTANT" PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2014 FBRC REFERENCED NFPA 70 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER 2014 FBRC REFERENCED NFPA 70 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR. ELECTRICAL DEVICES ABOVE FIN. FLR. SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L. REMAINING SWITCHES 48" TO C.L. WALL OUTLETS 12" TO C.L. TELEPHONE OUTLETS 12" TO C.L. TELEVISION OUTLETS 12" TO C.L. EXTERIOR GFI'S 12" TO C.L. GARAGE GFI'S (ABOVE GARAGE FLOOR) 48" TO C.L. THERMOSTAT 54" TO C.L. DOOR BELL CHIMES 84" TO C.L. DOOR BELL BUTTON LEVEL W/ DOOR HANDLE KITCHEN HOOD FAN "WHIP" 66" TO C.L. KITCHEN WALL HUNG MICROWAVE RECEPTACLE 76" TO C.L. KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE 24" TO C.L. KITCHEN REFRIGERATOR 48" TO C.L. WASHER/DRYER OUTLET 36" TO C.L. HOLLYWOOD LIGHTS 84" TO C.L. C.L. = CENTER LINE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET HIM WEATHERPROOF DUPLEX OUTLET =,&6FI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® DUPLEX OUTLET IN FLOOR 00 220 VOLT OUTLET 1d DISPOSAL WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH O MOTION DETECTOR SWITCH (OPTIONAL) SF PRE -WIRED SPEAKER ®O RECESSED LIGHT FIXTURE ®LP RECESSED LIGHT FIXTURE - VAPOR PROOF OLED LED LIGHT FIXTURE O MONO POINT TRACK HEAD (OPTIONAL) PENDANT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WALL MOUNTED STRIP LIGHT UNDERCABINET LIGHTING (OPTIONAL) Q WALL SCONCE 4 EXHAUST FAN EXHAUST FAN & LIGHT COMBO OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL) GHr IMM CHIMES QPUSHBUTTON SWITCH O CARBON MONOXIDE/SMOKE DETECTOR TELEPHONE OUTLET PREWIRE TELEVISION OUTLET PREWIRE 4 THERMOSTAT gELECTRIC METER 0 ELECTRIC PANEL DISCONNECT SWITCH EZEZ SECURITYSYSTEM KEYPAD 101 PRE -WIRE FOR CEILING FAN xFAN/LIGHT COMBO SECURITY/FLOOD LIGHTS GAS METER JB JUNCTION BOX o 0 '0 NON (�M0)� N r J 0 LL00 0 CL ti os X It rn 2 _0 _ p ZdW$ W gpz Ocv Qow nqW8L�O YV Uz, z z N Q. o>Cp El d wF9 N ggap0 d z O d a �asm8 � 'LZLI o� L_ a ��W ypg z cncv ZI� c ° a Wx Q�d� U �¢ O 4 ZZ .a U o W y W w C) W � LU U ❑ 0�7 U O � N WOO ON28CH MMM L1L' ' LU I Q �'1 N G) L , LU z dN' I- W Q o Z Q O Z UJ Z :Q 0 J W �N< LL.. LLI J V J } title: w w 1 st FLOOR 0 ELECTRICAL PLAN 0 Z project no. 2017556 w checked: AB/MC 0 m drawn: 0 1 date: 1 10-09-17 n°II scale: AS SHOWN The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. ---I I--- -7 -,,... 7 r--------------- � I I I I I � I � I I � I � I L— — — — — — — — — — — — — — — J 2nd FLOOR ELECTRICAL PLAN- 1/4" = 1'-0" BATH 3 8'-0" CLG. NFPA 70 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. Typical 150-200 Amp Electrical Riser Diagram POWER CO. FEE 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 METERV-210 or 4/0 SER Alu MAIN O 200 amp 150 amp isconnect 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. FAN, PHONE, & CATV LOCATIONS PER CONTRACT R314.2 / R315.1 2. ALL SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED PER 2014 FBRC REFERENCED NFPA 72. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP AND SHALL BE INTERCONNECTED. 3. ARCH FAULT BREAKERS: ALL BRANCH CIRCUITS SERVING BEDROOMS, FAMILY ROOMS, HALLWAYS, AND DINING ROOMS SHALL BE PROTECTED BY ARCH FAULT BREAKERS, PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 4. TAMPER -RESISTANT "TR" RECEPTACLES: ALL 125-VOLT, 15 & 20 AMPERE ELECTICAL OUTLETS (RECEPTACLES) IN LIVING ROOM AREAS, BATHROOMS, KITCHEN, GARAGE, LAUNDRY ROOM, AND EXTERIOR LOCATIONS MUST BE "TAMPER -RESISTANT" PER 2014 FRBC. (REFER TO CHAPTERS 34 - 43) 5. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO 2014 FBRC REFERENCED NFPA 70 6. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER 2014 FBRC REFERENCED NFPA 70 7. UNLESS OTHERWISE INDICATED OR GOVERNED BY CODE, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR. ELECTRICAL DEVICES ABOVE FIN. FLR. SWITCHES AND WALL OUTLETS OVER COUNTERS 48" TO C.L. REMAINING SWITCHES 48" TO C.L. WALL OUTLETS 12" TO C.L. TELEPHONE OUTLETS 12" TO C.L. TELEVISION OUTLETS 12" TO C.L. EXTERIOR GFI'S 12" TO C.L. GARAGE GFI'S (ABOVE GARAGE FLOOR) 48" TO C.L. THERMOSTAT 54" TO C.L. DOOR BELL CHIMES 84" TO C.L. DOOR BELL BUTTON LEVEL W/ DOOR HANDLE KITCHEN HOOD FAN "WHIP" 66" TO C.L. KITCHEN WALL HUNG MICROWAVE RECEPTACLE 76" TO C.L. KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE 24" TO C.L. KITCHEN REFRIGERATOR 48" TO C.L. WASHER/DRYER OUTLET 36" TO C.L. HOLLYWOOD LIGHTS 84" TO C.L. C.L. = CENTER LINE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET 6FI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET Id DISPOSAL WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $D DIMMER SWITCH O MOTION DETECTOR SWITCH (OPTIONAL) sa PRE -WIRED SPEAKER ®O RECESSED LIGHT FIXTURE ®O VP RECESSED LIGHT FIXTURE - VAPOR PROOF OLED LED LIGHT FIXTURE *O MONO POINT TRACK HEAD (OPTIONAL) PENDANT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WALL MOUNTED STRIP LIGHT UNDERCABINET LIGHTING (OPTIONAL) Q WALL SCONCE O EXHAUST FAN EXHAUST FAN & LIGHT COMBO OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL) C.HIME5 CHIMES 4 PUSHBUTTON SWITCH O CARBON MONOXIDE/SMOKE DETECTOR TELEPHONE OUTLET PREWIRE 7 TELEVISION OUTLET PREWIRE 4 THERMOSTAT gELECTRIC METER © ELECTRIC PANEL DISCONNECT SWITCH SECURITYSYSTEM KEYPAD OI PRE -WIRE FOR CEILING FAN O FAN/LIGHT COMBO SECURITY/FLOOD LIGHTS GAS METER JB JUNCTION BOX U z 0 co co Z 0 Fn w 0 LO s I _0 } a 0 o� � U C4 NO �Ch04� Cn N J 00 04 N Co • t••j LL o do -CX� �� o � U z IS a iri x x zLU�o [c y M 7 Q' LL w �rx Hz ot w 4 z o ° 088N0 W2p P -Ic- QoNo U �M¢ O 1 8a CS a N a¢ ❑ N � a � w �9 R F- z o Wo �z000w z 4) ` Z o LL W M N z_ ;; - C) ° wax l9 Q F~ �� ZW �Mv <G 0 w o f ¢o w a ¢ 0 2 w im W ¢ U ❑ O U d. N Y�'OJJN3S43MMM I— LL _ W J L , 1 NO'S L W N 1- ` M W O Z z W z ,, Q 0 J � Q � � W U) title: 2nd FLOOR ELECTRICAL PLAN project no. 2017556 checked: AB/MC drawn: date: 10-09-17 scale: AS SHOWN E2 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. J 12 PITCH AS PER ELEV. 50# FELT OVER METAL FLASHING SHINGLE ROOF, U.N.O PER CONTRACT TYPICAL VALLEY FLASHING DETAIL N.T.S. 3 TAB 25 YR SHINGLE ON APPROVED UNDERLAYMENT ASTM D 226 OVER ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATHING & EXTERIOR FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL.HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL. N.T.S. OPTION - A FLASHING WOODEN SHIM r- SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS I TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING TYPICA N.T.S. MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE (ASSEMBLED DWINDOW) D = x G) G) FLASHING WALL PER PLAN 6" RUN KICKOUT FLASHING 6" - PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW EXTERIOR SHEATHING ��ThF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�s �i WEATHER RESISTIVE BARRIER \S SILL PLATE (SEE DETAIL B' O O FOR OPTIONS) P� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY OR FLASHING DETAIL_ CEMENT WEATHER FOLD UP WEATHER PLASTER FINISH RESISTIVE RESISTIVE BARRIER & BARRIER TEMPORARILY SECURE WIRE LATHE- HOUSE WRAP - TO OVERLAP FLASHING EXTERIOR SHEATHING SILL PLATE 2 DO NOT FLASH - OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE 1 FLASHING HOUSE WRAP - WIRE LATHE - CEMENT PLASTER FINISH NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL WINDOW FLASHING DETAIL N.T.S. 3-HEAO I FLASHING SLOPE SHIM TO -- PROVIDE SLOPE HOUSE WRAP WIRE LATHE el CEMENT _ PLASTER FINISH 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES U.N.O. SHINGLE, U.N.O. PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. FLASHING FORMED CAP HOUSE WRAP WIRE LATHE CEMENT PLASTER FINISH CAP a@ LOW WALL N.T.S. WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 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 MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A WIRE LATHE MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE CEMENT BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PLASTER FINISH PROTECTION AT THE HEAD AND SIDES. FLASHING CEMENT 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. PLASTER FINISH HOUSE WRAP 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. M 00 N � � 1J� 1 N 2 yJcoN v a r{LL r- 'r O. X Wi a M � S td$ 3 7 ~ s M W �z DA�OON R1-+ S W� to V1� Arc W 9�0 �- U S ❑ W � N r gym Z Z �2la�o W �,� O SON w Paz ` as 0 Z z{p 4rn 0 o �N �] o UJ W LLI ix U U El I�IO�'iJ1VSSQrI'/1A4AM n CY) Q Q N 0) c� G w N Z I 00 N� r I..L Q o z z Z 0 L.U� � W VJ FOLD UP WEATHER 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. BARRIER AND 8 TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME to � title: CONSTRUCTION. FLASHING DETAILS U WEATHER BARRIER 6. AT WALL AND ROOF INTERSECTIONS. o project no. 2017556 7. AT BUILT-IN GUTTERS. S FLASHING WALL OPENING N.T.S. 9 checked: AB/MC mg drawn: LO date: 10-09-17 r, N scale: AS NOTED 0 H a WP1 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. a-c ran k.. , m W yin: -Tre"r, ;1116,1--r:r-- rr i i I i ---- 7� now r- F ID " 0t C 0) MOC*), 0 7/8" Cement Plaster 7/8" Cement Plaster .- 0 WEATHER RESISTIVE A I CO 04 C-4 00 -0 ...... BARRIER V_ WINDOW UNIT in accordance with in accordance with LL :3 DOOR ROUGH OPENING ASTMC926 SLOPE ASTMC926 r 402 M 0,3 In 1 12,0 In T_ r WOOD FRAME CONSTR Felt backed metal Felt backed metal 0 - CL (0.6 cm 1 30.5 cm) 0 W 16, Cl) SELF -ADHERED FLASH L/ 4'-1' BEAD [IF CONSTR. lathe in accordance lathe in accordance ............. BY LAPPING DOW ADHESIVE TO BE APPLIED UNDER -ADHERED FLASHING 1111r SELF with ASTM C 1063 withASTMC1063 OVER RIM JOIST THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6', USE LIQUID NAIL BRAND a god U B II In Paper Building Paper . .... EXTERIOR 3,1 OR EQUAL WEATHER PROOF CAULKING ............ CEMT, FIN. 7/16" O.S.B.• BUILDING PAPER ............ 7/16" O.S.B. SELF ADHERED FLASHING sheathing . .... .. sheathing EAL TOPS OF JOI-S-Tk ft WIRE LATH Keep top edge JNDER DECKING SUBFILOOR Metal ,SEE DETAIL WP01)_..- .............. of weep screed Flashing 2" below top of L J 3 1/2" block . .......... RIM JOIST Unperforated vutcum Flange 7/8" 01 Weep Screed (auk bottom ............. ti joint only Maintain Metal Flashing A V Bottom of 3-1/2" Unperforated Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed SELF -ADHERED FLASHING SELF -ADHERED FLASHING Above Roof 1/2" Cementitious EXTERIOR DOOR WITH DECK - SECTION A Sheathing Decorative Finish Z. CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER t All inside and outside corner will R need to be miter MECHANICALLY FASTEN IF RUBBERIZED ASPHAL EXTERIOR SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE cut and caulked all z EXTERIOR SHEATHING --- THROUGH SELF -ADHERE -�, 3/4'-1' BEAD OF CONSTR. INSTALL SELF-ADHEREDASPHALT Cement Plaster butt joints need to ADHESIVE TO BE APPLIED U FLASHING JAMB L HEAD ADHESIVE in accordance becaulked using THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHI UP JAMB 6', USE LIQUID NAIL BRAND FLANGED WINDOW with ASTMC926 Vulcum caulk for all OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) 2nd .......... over wood REFER TO TECHNICAL SCORED LETTER ON CHEMICAL COMPATIBILITY RELEASE PAPER floor SELF -ADHERED FLASHI SELF —ADHERED FLASHING, (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPO W EXTEND A MINIMUM 6' ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF LL, > 2 0 § z ...... THRESHOLD Z-21 Lz; SECTION -A (SEE DETAIL VP(2) 8 z O E~ N El SELF -ADHERED FLASHING 0 1/2" Cement UJ ra 0 Q� z $� a Plaster Finish en A 0 SELF -ADHERED FLASHI �2 Q W OR 0 0 .2Z. rzi W ILING FLANGE UJ 0. a 0 (D 2 1/2" Perforated DO NOT FLASH OVER SEAL TOPS OF JOI 0 Flange 1/2" Weep ILL UNDER DECKING BOTTOM NAILING Bloc UJI UJI FLANGE (SEE DETAIL WP07) Screed UJI a: Cement 0 Plaster SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING over block HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 1 st floor Install bottom Stab edge of weep screed 1" below finish floor Wo to OPTIONAL DETAIL z FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION Note: WHERE ROOF MEETS VERTICAL WALL W The building paper and metal 0 LL WALL SHEATHING / / j��% v�- —-- --- --- ASPHALT SEALANT EXTEND MIN. OF 6" Lli OUTSIDE OF FLASHING GALV. MTL. TE ASPHALT BASED lath must be installed over the WEEP SCREED DETAIL _J L' FLASHING CRICKET AS TEXTURED, PAINTED ') I ROOF CRICKET: top of the weep screed. SCALE: NOT TO SCALE z SPECIFIED MIN: 3:12 SLOPE EXTER. WALL FINISH SEALANT APPLIED 0 BY PLAN (REQUIRED AT 6" X 18" H GALV. 0 BEHIND FLASHING ROOF SHINGLES AND EXTENDING A LO ALL LEVEL VALLEY FLASHING CONT. WALL 04 (3TT ) LOCATIONS) AT ENTRY MINIMUM OF 6" ABOVE < PLASTER STOP 6" f -1 - "I . L.LU _ - - SHINGLES I ROOF VERTICAL RISE OF FLASHING AT KNEEWALL W> LLI IL DIVERTER . .. .......... 6" X 18" H GALV. SHEATHING a. I iv SEALANT LU FLASHING FLASHING CON_. Mitis A, FLASHING DETAILS DRIP EDGE NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS SELF -ADHERED FLASHI WITH ROOF VALLEYS & ROOF CRICKETS. FASCIA z PATCH 0: -"ql--ROOFING FELT Z Z W 0 FIGURE 2: WALL FINISH .............. D a. 2 Ix _J DOUBLE FLASHING DETAIL AT CRICKET . . .... 0 TEXTURED, PAINTED JOIST EXTERIOR WALL FINISH KNEE ALL INTERSECTION ROOFING SYSTEM IS CERTAINTEED LANDMARK TL SINGLE UJ OOD .......... ..... OR AR ASPHALT SHINGLES MANUFACTURED BY JOIST BEAM kSELF-ADHERED FLASHING A_ CERTAINTEED CORPORATION. A ... .. S2 ERED FLASHI ,--HOLD EXTERIOR SELF -ADHERED FLASH e, e, . . . . FINISH 2" ABOVE _J J., ............... RUUF " 36 3' MIW// 8" 8 SELF -ADHERED SELF -ADHERED ------------ - ------- FLASHING FLASHING z "I SEAIANTVj CAULKING NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Der* DECK JOIST OUTSIDE CORNER z U3 Line valley 4 centering Groun 36 wide tainTeed Win erGu�rd -0o e'r' sh 0 aterproofing Shingle oenk ;1S L'1501� ;,de ,delV" ASPHALT SEALANT: nd erlayment or edse THESE DETAILS ARE GENERIC EXTEND MIN. 6" ABOVE quivalent direco to oe C'o"Se 0�'9 AND MEANT TO SHOW GENERAL C1.1115e cpl� eva\ FLASHING Rake Water ResIstant 6 TO 12" Metal FLASHING AND WATERPROOFING Drip Barrier D METHODS TO BE USED. 8 PER PLAN o not nail within Edge Lath (0 SPECS. I Ah shingle 6" HIGH 6" of e' 'ja SheathIng I title: valley centerline I i . slip uJ DIVERTER np o� asphalt ntco aging cemt. ucco FLASHING Save 7" pled StFLASHING DETAILS GALV.'L' FLASHING cute" se in 5th Cour 7 A z E diagonalpo upd 4 TYPICAL. t per —Extend the shingles A - 0 ROOFING FELT k er o nime over the rake and .4 F3 eaves about 1/2" A.. 4 - :3 A' le. if drip edge is 15 project no. 2017556 DRIP EDGE used, or about 3/4" z if no drip edge is used. A W checked: AB/MC Foundation FASCIA Cut shingles 2" A 4. drawn: back from A valley centerline ol Lo date: 10-09-17 A FIGURE 3: CORNER DETAIL 0 N scale: AS NOTED 5 FLASH I N G DETAILS N.T.S. FOUNDATION WEEP SCREED 0 WP2 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such AML tiTiT- The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such, I — I i I dll OlGl:f-It.PFll., 7 i r-------- i'1 I I I I I I I I L - 1.11111 I 4 4 , - - - - i ( TYP. @ k _92 1�. CORNERS 1 0 N s I D2 -� R ; S6 r I =1c 1 1'-8" r 111 h1 TYP @ SINGLE -1 STORY ROOF 20'-0'1 GABLE TRUSS GOES AWAY W/ RAISED WALL (COORD. W/ TRUSS MANUF.) J{ S6 � FT17 FT3 39'-311 10'-9'1 2'-3211 14'-911 1 21 HOLD END JOIST 7 18B OFF OF WALL 3 \ D3 D3 FOR FINISHES , - 1 I 1 ` BLKG AS 21 3 SHOWN $ \ SIM DBL 2x8 LEDGER w/ � 2x1 #2SYP NV. RA E B BUI ER D3 \ 5/8"0 A.B. @ 24" O.C. ti ' MI SP N B G @ T.O.B. 10'-5" COORD.TRUSSES 6"T67" 6" 6" 6" 6" 6" 6" 6" 6" 'I� R W/ TRUSS MANUF. ( /FT19G LNAIL BLKG 6 \ - TO LEDGE LDGER - I - FT19 �N 11 III L2X1 H2 L_j- - - FG3 - 1 SECOND FLOOR O U- TOILET BM1 3-PLY (2)31 X I I 22 32 D 1 T-1 11 1 1 I II II II II II II 1 I � i 7 I 11 EJ73 D1 �v TYP AT LOW ROOF 3 /12 PITCH WITH NOMINAL HEEL USP HD4101F W/ (10) 10D NAILS AND (6) 3/16" TAPCONS TYP. @ BEAM TO MASONRY CONNECTION O (2) 2X12 #2 SYP BEAM W/ 1/2" FLITCH -1 PLATE W/ (2) USP HTWM16 STRAPS TO CMU COLUMN TYP. l- E* I F75I I I I I I I I FT6I I I I I I III 011 I I I FT7 II II II II II II II A II II I II A II �� II II II II II II� II II II II II II I_ 71 FT10 FT11 m - - - U_ - - - FT12 R - - - M LT - - -" 13� H LL. v H SECOND FLOOR TOILET MIS rn - - R - - - q SECOND FLOOR - S6 - - - TUB - - P3 \11D1 _ -I till' I 5 FT22 - D2 SIM ®� : -�59 ,1 2-PLY Ff22- - . - - _( KC H 5 D2 1❑/ H� o LL FT15G R S6 SECOND FLOOR TOILET C0I1T N 1 N SECOND FLOOR TOILET O 6 J S6 �- MICfl N 0 1 C-6I-.4- � N c'MI� rn 1 11IP4G 7 J3 I \ D1 CJ P S6 LO II II II II II J1 EJ5 J1 I- �- 1 3/12PITCH WITH 8"HEEL Nk -0a (2) O TYP AT HIP 4" 4" CORNERS 6" FROM FACE OF 16'8" AT PORCH WALL TO < OF BEAM < OF BRIG TO < OF BRG. A 11 11 O TYP it 6 20-41 2 171-4 12-21 11 LOWER ROOF 8cFLOOR FRAMING PLAN ELEVATION 99 A99 1/4); = 1 ' - 0" COLUMN SCHEDULE 3 1 /2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE O AND (3) - HTS20 TO GIRDER ABOVE (2) - MTS12T0 BEAMABOVE & SPF OR AB1/ 0 NAILS @ 8" O.C. W/ () - 16d TOE -NAILS @ BAS O 4x4 #2 SYP. P.T. POST OR 3 Y2"x3 Y2" 1.8E PSL COL. W/ ABU44 @ BASE AND 2 MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW 3 Y2" x 3 Y2" P.L. COLUMN W/ (6) 16d TOENAILS T&B "NO UPLIFT" (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. 6 SEE 3 D2 FOR MORE INFORMATION. O / A 0 Y (2) - MTS12 TO 0NAILS 8O.C. O BEAM 1ABOVE & (6)- 16d/ TOE -NAILS @ BAS 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE O & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT 3 1/2%5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE OO & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT O 5 1/4%5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE 10 & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ 11 (2) MTS12 TOP AND HTT16 BASE O2 6x6 P.T. POST OR 5 1 /4%5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1 /4%5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND (2) LGT2 @ TOP. ® 3 1 /2% 7 1/4" P.L. COLUMN W/ HTT22 @ BASE 3 1 /2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE (2) 12D TOENAILS EA. SIDE TO BEARING WALL. �2 PROVIDE (4) 2X8'S #2 SPF COLUMN UNDER BM1 BEAM AND FG4 GIRDER. ATTACH W/ (2) AT BOTH BM1 BEAM AND FG4 GIRDER & USP HTT16 @ BASES. ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. PROVIDE (4) 2x4'S #1 SYP COLUMNS UNDER FG4 ATTACH W/ (2) AND USP HTT16 AT BASE ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. EPROVIDE (3) 2X8 SPF STUDS @ FRONT SIDE OF (4) 2X8 STUD PACK REFER TO DETAIL 7/D2 ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. 5 (4) 2X4 #1 SYP STUDS W/ USP HTT16 AT BASES (DFLASHING AT PRECAST AND EXT SHEATHING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE LISP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR FASTENERS SYP SPF SYPCAPACITY SPF A _.._.HETA20 1810.-_...-_,. _ 9 - 1.0d x 1.1/2" HTA20_ ._.... 1615 I'll1585 ._ 10 - 10d x 1.1/2" B HETA16 1810 9 _10d x 1_1/2' HTA16, 1615_ 1585. 10. 10d x 1.1/2 600 535 10 - d --- RT7A 670 _- 565_ - 10 _ 8d X 1 1 - D H3 _455 .__ _ - _v 320 8 - _8d _ RT3 610 525 8 - 8d X 1 1/_ " E META20 1450 7 -1 Od x 1 1/2" HTA20 18.- - 1400 1400 1 - 1 X 1 1/2 0Od F HHETA20 2235 10--10d x 1 112 G "H10A _- 1.340___----- 1015 .- '1 8 - 10d x 1 1/2 RT16A . 1380. 1160 9-10d X 1 1/2 & 8 10d H _..__,_,HTT4_ _........ 3610 __. _ _____3105. ___ 5/8'ANCH./08)_10dx1 1/2___ HTT4 2715_ _ 5/8 ANCH /(20)10dx1 V2 J HTT5 _ 4350 3740 518'ANCH.(26_)1061-1/2' HTT5 3225 5/8'ANCH /(28)10dx1-1/2 30505/8" DIA BOLTS. _...__..- -_TDX2-TZ 2345 --_...__ _ _ _2_-_5/8" DIA. _BOLTS ___.._.-_. ___L.__ NI?56-_. ---_.___4 0 ._.-----._ _.__37 5--- 5/8'NVCH 3WSTUDBOLTS _.._TDX6-----_- 5320__. - _ 2-7/8"DIA. ._BOLTS ____ M HD B* __0645_._._._._ TrANCH.3WSTUDBOLTS TDX10 7845 _,___- 4=7/8'-DIA. BOLTS N -L.U.S 1165/1070 ,' 1005/9 "* 8 - 10d x 3"_ � JUS26- 1115/1060** - 8 - 10d P �US26.... 1550/3335 *:'_ 1335/2820 `" 20 _16d x 3 1/2 _ .. HUS26 1925/3295 - (20)16d x 3-1/2 Q _ HUS28.... 2000/4220'" . _ 1720/3125 `* .. 30 -_16d x 3 1/2 _ _ __ _ HUS28 _.. 2570/4345 - .... _ 30d -16d x 3-1/2 R MTS12 _ 1000 _ 860 - 14 - 10d x_1 1/2"_ _ MTW12 1195 �1005 _ 14-10d x 1-1/2 S MTS16 1000 860 14 - 10d x 1 112" MTW16 1195 1005 14-10d x 1-1/2 T :_. __ MTS20 _. _._._1000 _-_..---- _--_ _- 860-__-- 14_. 10d x 1 1_ /2' _ _ - ---- MTW20_---- - 1195--- - - 1005 14-10d x 1-1/2 lJ _ MGT/MUGT 3140 - _-W 3140 22 - 10d X 1 5/8" ATR W/ -5"EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND __._..._ _ ...__-.. _... - _... (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS � _ BOLTS HTS 20 1450 1245 24-10d X 1 1/2' HTW20 --- 1530 1285 24-10d X 1 1/2" - SP1 ... 585 ___ 535 10._.- 10d - -- __ - -SPT22 - 685_-_ _ _ 8 10d __.. _SP2_ 1065 _ _ 605 12 - 10d_ SPT24 _ 1030 _. _ _. 12 _10d HQE2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS +) (B) B) (-, �) (A) (') 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER (B) INTERSECTING POINT(--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO (+)� TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR 92 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 T�10 11 CONT Lffi ..�A) STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 2z INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS -ING WRAP TO GO OVER FLASHING GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF #2 TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. FLASHING TOBE FLEXIBLE SELF ADHESIVE TYPE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM WRAP LINTEL CONTINOUS FLOOR TO CEILING. AND OVERHANG 3" ON BOTH SIDES 6. TRUSS MANUFACTURER TO INSURE DESIGN PRECAST LINTEL CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 9 1 � N � � U U) M m 0 4 J � _a® # IL ti I'-3 o O C X CD CU 0] 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN III N TS ADDITION TO BRACING AND BLOCKING SHOWN ON title: W NOTE: DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES SEPARATING USABLE SPACES INTO 2 OR MORE APPROX. AREAS WITH NO AREA GREATER THAN 500 SO. FT. DRAFTSTOPPING SHALL BE PROVIDED PARALLEL TO THE MAIN FRAMING `MEMBERS LL w J � Q� Q LO I N LO W N QzMM CO qql- Z ;0 1 O Z W z 'Q J Q m � Uj } a VJ PLANS. af FLOOR FRAMING AND z LOWER ROOF PLAN 0 Z project no. 2017556 W checked: AB/MC m drawn: N date: 10-09-17 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CCv scale: AS SHOWN CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT F- RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR 1 CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a U S2m1A The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. - �.'II I1 I I-.�1i --1 Y,14 ;FLll.11 il.l; na 11 .Ill el-libll.i I� I .:Il�.lFlT__F _F____T I I -1 i — — — — — — — — — — — — — — — I I I I I � I I I I 24'-611 14'-9" I I (2) 1 3/4" X 11 1/4" LVL 2.0E FB=2950 W/ (2) USP HTW20 TO COLUMN AND USP HD4101F W/ (18) 16D & (10)10D NAILS TO WALL STUD PACK. I � � I L—— — — — — — — — — — — - TYP G TYP(D-7 04 M 04 . J S6 TYP @ STRY O N LO1 = G Ml�t TYP. 1 00 04 H1 II II II II II II II H1 \ EJ7 / 1 II II H1 \ � _ = II II II II II II II = 51 X 6 — II II L X 6 C3G SIM. W/ (1) MSTAM36 _ II II SIM. W/ (1) MST M36 @ BASE BAS C2— �(2) X (4) 2X4 #2 SPF COLUMN (4) 2x4 #1 SYP COL. X (2) REFER TO 3/D2 REFER TO 3/D2 C1G 71T G Ila II II Al II all III III I II II II H1 II II II II II II 5'-0" LEN TH OF D . 14011F,1111 I II II 71 H1 I H2 I IIG OI II II II II II II II HEADER TO MATCH111 6.61). BELOW ATTACH WIDTH STUDS BELOW HEADER W/ (3) 12D TOENAILS T&B. MIN. - — (4) 2X4 #2 SYP STUDS EACH END. IT I JI-011 v'—O" '-11' 16 0" =1€ = I II II II II II I I { II II II I II II II II II If II ��I � I� II II III I H1 SIM SEE 9/D2 FOR (2) X 4 (D/ CONNECTION TYP. I PROVIDE (4) 2X4 #2 SPF COLUMN UNDER B1G. STUD PACK SHOULD BE OVER (3) 2X8 STUD PACK ON FIRST FLOOR. REFER TO 7/D2. I � I I (2) U' TYP. AT HIP CORNERS 20'-411 10'-911 (2) 2X12 #2 SYP BEAM W/ 1/2 FLITCH PLT. W/ (2) USP HTW20 TO COLUMN AND USP HD4101F W/ (18)16D & (10)1 OD NAILS TO q18 WALL STUD PACK. D17 18'-4-3/4" BRG. AT BALCONY SIM SEE H2 6/D2 FOR CONNECTI( 11 VI 111 I I BIGBZ B3 B4 = _ X 6 SIM. W/ (1) MST B5 — — 6G = II II H1 I L+ 6 X X 10'-411 Ef�l MI I V 3 D' 6 D2 l IJ II I EII \ I I nJ7 III H I )I� 1 19'-4" TYP. j . Ilil II 0_. C 1 (V M 9 0 ti G TYP. COLUMN SCHEDULE O3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE 1 AND (3) - HTS20 TO GIRDER ABOVE O (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS 18" O.C. W/ (2) - 11 12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 0 4x4 #2 SYP. P.T. POST OR 3 %"x3 %" 1.8E PSL COL. W/ ABU44 @ BASE AND (2) MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW 0 3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE 5 AND (3) - HTS20 TO BEAM ABOVE O (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. SEE 3/D2 FOR MORE INFORMATION. O (3) - 2x4 SYP #1 W/ 1Od NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE 0 & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT 0 3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE 9 & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT 0 5 1/4"x5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE 10 & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ 11 (2) MTS12 TOP AND HTT16 BASE 12 6x6 P.T. POST OR 5 1/4"x5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1/4"x5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND 13 (2) LGT2 @ TOP. 14 3 1/2"x 7 1/4" P.L. COLUMN W/ HTT22 @ BASE 3 1/2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. 15 W/ (18) 1Od NAILS W/ (6) 16d TOE NAILS TO BASE PLATE HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" SEE 6/D2 FOR HEADER FLITCH PLATE CONNECTIONS H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE - 2X10 #2 SYP W/ 1/2" O(2) FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E SEE 1IJ FOR HDR. Fb=2950 CONNECTIONS. (2) - 1 3/4" X 91/2" H6 LVL 2.0E Fb=2950 * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 3 1/2 X 3 112 P.L. COLUMN TO BEAR DIRECTLY ON MASONRY WALL BELOW W/ MSTCM40 STRAP. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 _ 1810 9_ _10d x 1.1 /2' _--_ HTA20 1615 _ 1585 -_ 10-10d x 1 l/2"____ _. B HETA16 -- 1810 ....... - --- 9- 10d x 1_1/2_ ----- - HTA16 --.._ _ 161_5— 1585_.. - 1_0_-_10d x 11/2'-- _... C ___...H2.5A-__ _ 600 535 10 -d 7A 67 565 8dX .. _ D —E _H3 _455 320 8-8d _ RT3 610 525 8 - 8d X 1 1/2'_�_ META20 _1450 _ — 7 10d x 1 1/2' HTA20-18 _ 1400 1400 10 - 10d X 1 1/2" F HHETA20 -- 2235_„ ._,_ _ _ 10 10d x 1 1/2 ---- — ..__ __ .... G H10A 1340 1015 18 - 10d x 11/2 RT16A 1380 _ 1160 _ 9_10d X 1 1/2"& 8-10 H HTT4 _ _3610 _ 3105 5/8' ANCH. /08)10dxl-1/2 HTT4 2715 5J8' ANCH. /(2280)_10dx1-1/2 _ _._d._ _ _. _._HTT5 4350__.._ _3740 __. 5/8'ANCH /(26)_10dx1-1/2" HTTS ..__._ _ 3225 _ _. 518'ANCH./(28)10dA-1/2 K kiQ313........ 3130 ...._...... _. 3050._..._.._. 5/8'. DIABOLTS _ .-- - .TDX2,TZ. _2345_-. - -. 2 -_5/8 DIA._BOLTS.. L _ _ 4`�Q5 _ 3785 5/8' ANCH. 3/l STUD BOLTS TDX6 5320 2_ 7/8" DIA. BOLTS M HD7B-` ._.. _ 6645 . _-___5650-_.-- 7/8' ANCH_3W STUD BOLT„ TDX10 _ _ _ 7845 - . _ -_ 4_-_7/8" DIA,-BOLTS_ __...-.N _ _.....__._LLIS26._ _. 1,165/1070_**.. _ -.__..1005/91.5_- 8 - 10d x 3' ___.... _..._ JUS26 1115/1060** - 8_-10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 ,- 1925/3295 - _ 1 x 3-1/2" Q HUS28 - 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 30d 16d x 3-1/2" R.._......__._._MTS12 . _2000/4220 .-...__..1000......... 860....._..... _ 14..._10d x 1 1/2 _ _- _MTW12_._ .__ 1195 _ 1005 - 14-10d x 1- 1/2" . S MTS16 1000 860 14 - 10d x 1 1/2 MTW16 1195 1005 14-10d x 1 1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U -MGT/MUGT 3140 „ 3140 _ _22 - 11 X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY -- V LGT2 2150 1850 _ (11 16d SINKERS & LUGT2 _ 1850 1810 (16)10d NAILSAND (7) 1/4 x 2 1/4" TITENS (5) 1/4 x 3" WEDGE BOLTS - HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 _ 24-10d X 1 1/2" -_�- _ a SP1 � ��-585 � 535 —_ — 10 - 10d -- - - SPT22 685 _..._ - 8,- 10d --- - - _SP2,-_ 1065 _ - 605 ___-. 12 --10d, _..__ ............ SPITZ4 IJ 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!-6") *FASTEN EACH I TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH I TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. REFER TO SHEET D3 FOR FLASHING DETAILS AT BALCONY AND S.G.D. (A) OR 2 PLY :ARRIER (B rl/02x 2 PLY CARRIER -�A) CONT LEDGER NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON ■ oo �IJIC ,�.N00N U J 00 C) j C C o X O C �� U) N U - m a - •�I 43k z oWJ a a 3 N .`cv z I �� co_ o o�J r_� x , H _z LU � � Q 1 D W ��~fir co o o `aC a � 2 gil �U, LU O U ❑w N LU W03-0KaSQd'MMM 4 LL e W 1 IJ m U) w Z I 1 00 ry J Z _. I Z LU z Q Q JM W LLJ U) PLANS. > title: W UPPER ROOF FRAMING z PLAN 2 Z project no. 2017656 o checked: AB/MC m drawn: date: 10-09-17 O N scale: A0 SHOWN Q UPPER ROOF FRAMING PLAN IA' 1 /4" = 1'-0" a U S3mlA The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. - - - - - - - - - -° GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS DISCLAIMER • OPENING PRESSURES L ti m o o - - APPROVED LINTEL MANUFACTURERS CASTE-CRETE, ENCLOSED - EXPOSURE "C" M 00 N N O O O O '' '' •' ' QUALITY STEEL LINTEL IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL rn 8F8-1B/1T 8F8-0B/1T A +29.7 / -37.2 B +29.7 / -39.6 . r O INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF L °O 0 CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. o TYPE DESIGNATION 11 REBARATTOP #5REBARATTOP IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR X F =FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D d © +28.4 / -30.9 O +28.4 / -37.0 r` o Q 1-1/2" CLEAR CL X O CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & GROUT / U = UNFILLED c 1/z' p M 8RF14-1B/1T 8RF14-OB/1T R RECESSED CLEAR O +26.6 / -29.1 OF +26.6 / -33.5 FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. / U Zoo' a ' QTY. OF #5 e o NO EXCEPTIONS. • ' • • REBAR @ BOTTOM p Q OF LINTEL CAVITY M� Q © SEE SN SHT. O SEE SN SHT. .� U e W �� R a e d C.M.U. 140 MPH ??J •, '• '' Q U c N. �U u) • 6- BM T Lo � e a � ��; ' .4 - NOTE: WIND SPEED INDICATED ABOVE` ';,' Z GROUT 0 0 ,� IS AN "ULTIMATE" WIND SPEED. THE L o°. LNOMIN tQUANTITY OF 5REBARAT ��aN = = WIND PRESSURES LISTED ABOVE ARE O O O r O O O WIDTH #5 REBAR AT a O ¢, BOTTOM OF Q O D D TOP LINTEL CAVITY o w O u 5 REBAR AT BOTTOM ALLOWABLE PRESSURES 8F20-0B/1T 8F20-1B/1T 8F16-OB/1T 8F16-1B/1T NOMINAL o aa?= <1 Q AS INDICATED OTTOM � w 00 A 0 a ---------------J © © O O HEIGHT REINFORCING -~w Q 6-6 1/2" n ' 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL ::.° . ° °. O . ;: a., . O •(VARIES)STEEL BOXED LINTEL 16 GAUGE POWERS O , • r . • �,, •,, •,, � MATERIALS1. precast ntels = 3500 psi. POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN O O 2. fc prestressed lintels = 6000 psi. s O I r i 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8RF6-OB/1T .. e 4. maximum 3/8" aggregate and 8" to 11" slump. 2 I - . Contractor to provide proper protection of lintel to prevent rusting. O •: • 5. Concrete masonry units (CMU) perASTM C90w/ Po eel for u P P L• • = .. • . , . : Refer to manufacturer's specifications. I • minimum net area compressive strength 1900 psi.3. If lintel is scratched or damaged refer to Powers St repair. s t • ' • , , , ; . , , ; ; . , ,•; 6. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. ? E z 7. 270 low relaxation. I i O 5. A bonding agent must be applied to the Steel Box lintels prior to € a, Q , . O O % .. : 8 32 wire per ASTM A5 0. applying the cemenfitiuos coating. See contractor specifications 7'-0" 5'-8 7/8" a � 0 r . : . Mortariper ASTM C2701type M or S. IL o, 8F20-1 B-2T I GENERAL INSTALLATION NOTES i s O O O O • %' © 8F24-OB/1 T 8F24-1 B/1 T Provide full mortar head and bed joints. 8 R 1 T 1 t • 2. Shore filled lintels as required. • ' . • ,. • , . , ,, • � , , � O O 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate t € -------- ' vertical cell reinforcing and grouting. ' • • ' . • . • . . • . • 5. All lintels meet or exceed U360 vertical deflection exceptlintels 17'-4" and I I ' r �', longer with a nominal height of 8" meet or exceed U180. I O - ' . • 6. Bottom field added rebar to be located at the bottom of the lintel cavity. - ' • ' . • • ' • ' �: • • 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete Iw I O ' ' ' ` ',' ,'. ' ` '• ' ' • ' ' ' • ' ' . • . Safe d ratings based on rational design analysis per ACI 318 and ACI 530 "'�`" - "'"" i r .. • r . r , . r r , , r _ , • , � � • � .� •,• � : Product Approvals MiamiDade County, Florida Nos 03-0605 05 and 03 0605 04 „ 4 II 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have m ` ' a coating of stucco applied in accordance with ASTM C-926 or other approved O t 8 cw`a %- coating. O o @•C✓ 3y. rI ' . • , , ' •, •, • , 12. All lintel dimensions shown are "overall" lintel lengths. t •, N % • • =� • % . • =� % . • :� ; .. ' ; .. :� 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) r O i z N� c'z loads shoud be checked for combine loading with the following equation: (� •, '' ' ' - ' • ' . •, ' . • Applied vertical load Applied horizontal load w �' Safe vertical load + Safe horizontal load I F $ o o W <1.0 g I _ 2 Z U9�_Z ,`O•' , , ,O• '�••, Q°,, I I � t °'m� 14 � d��W G�'SP�v � O O O O O O O O O O O O O O O O l� C: o �.` OF441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F28OB/1T 8F281B/1T s d Z o ,�W 9F..SS. ® © ® 0 ® 0 0 ZQ 90 W, �- I o gH a o ' �LL C) Uw t I Iw U ❑ s I OO I � j ' N InIOJ'rJN3SQ3'MMM Am- I� sl D D o 0 I i 0 I € I I _ LU ® L_ _J I a c z 1 LU z z LPL I € o ' I I 0 LU Q J 0 L I I - _ I o Q CV F t i s I 0 I ll a � � CV o Q LLJ f3 3 lid € 3 W I M _- - w 00 k / O _ < OI I Z I - P p i L 4_ x U w Q �I € .W I J I of m 1 J W ( _:� _ w� - I I N 0 af J Lu z g�I I It r 1 3 O I LU LU I w 0 w LINTEL PLAN NOTES: E z U _ I I I O 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION I I O O co ONLY. co } �wW 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE 0 ASSUMED TO BE 16" MINIMUM DEPTH. I w 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN - THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH I _ 1 THE ELEVATION DRAWINGS I I Iof 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. I z I > title: t 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH II Its LINTEL PLAN W/ LANAI i I REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE I E OC Ohl T Z INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. I, o l I COORDINATE. If III Z I project no. 2017556 0° 5'-2 1/8" 3'-6" I g 9'-3° 6'-7° w checked: AB/MC r POWER STEEL LINTEL IS AN ADEQUATE I I14 m drawn: I I .. W_ l I SUBSTITUTION @ALL LOCATIONS UNLESS � LO date: 10-09-17 o NOTED OTHERWISE AT OPENING LOCATION a scale: AS SHOWN C�) no SECOND FLOOR PLAN FIRST FLOOR PLAN 3/16"=1'-0" LINTEL & COMPONENT DESIGN PRESSURE PLAN 1/4"= 1'-0" a U S4ml The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. TF i I - TI-Ti- - - - O O SEE ROOF rn SHEATHING �' cN CO 04 v *DIAGONAL SPACED PLAN '" CO �+r) O O 0 04 AT 15'-0" O.C. MAX V�J —il 00 00 ¢ � LL vi or 0) 2X4 BLOCKING 11 ` BETWEEN TRUSSES JACK TRUSS (AS SHOWN) �i! p r a .qi PROVIDE 2X4 MIN. BLOCKING AT ,,, SECT A_A O OF HIP/RIDGE, TYP.BETWEEN OR GABLE END SEE TRUSS d (n TRUSSES W/ (2) 12D NAILS EACH LAYOUT -� WOOD POST. SEE FLR END TO TRUSS TOP CHORD PLAN FOR SIZE & BASE CLIP EACH TRUSS STRUCTURAL SHEATHING j CONNECTION SEE (SEE ROOF PLAN ATTACHED PER NAILING TYP. PLAN FOR TYPE) SCHEDULE • TRUSS 'N kA EXTEND FRAME OUT TO VARIES W/ r ' BLOCKING , ROOF SLOPE SLAB 1 112 BLOCK EDGE A _ —� 1 . SEE DETAIL 4/D 1 —� (2) #5's CONT. T&B w/ FOR BEAM SIZE WOOD WALL G.T. 14 ` .4 #3 STIRRUPS AT 4'-0" OR TRUSS. 2X4 CONT. W/ (2) WHEN DEPTH EXTERIOR SHEATHING SEE PLAN 16d COMMONS ADD 2X4 ALONGSIDE PORCH SLAB SEE — ATTACHED PER NAILING} TOP CHORD WHEN REQ'D FOUNDATION PLAN '..,. EXCEEDS 30" SCHEDULE NAILS EACH° TO PREVENT PLYWOOD = GRADE 2x SPF #2 f STUD TYP. T&B SPAN FROM EXCEEDING ACK •.".• : —� z AT 16" O.C. ate" MAX 24" SPAN (EITHER USSES HIP _ TRUSS OR _u SIDE OR BOTH IF REQ'D) G.T �— ROOF SYSTEM BUILDER FRAME V-4" RADIUS CONTINUOUS LATERAL BRACING- AS REQUIRED NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS AT 2"O.C. SHEAR TRANSFER FOR NAILING AT 12" O.C. MAX 0 CROSS BRACING DETAIL JYP.)K"�,� w/BR 2-16dING- 2x4 SPF CHTRUSOSWEB HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 KNEEWALL ENTRY FRONT WALL 6 EXTERIOR. WALL 7wr a� SCALE: 1/2" = T-0" SCALE: 1/2"=V-0" SCALE: 3/4"=V-0" SCALE: 1/2" = T-0" SCALE: 3/4" = T-0" _ ,gip'` .`� z 2x4 #2 SYP NAILER. NAIL TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS TO STUDS w/3-16d @ o CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2 -0 O.C. EA. STUD. TOENAIL EA. ROOF AND EXTERIOR 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB TRUSS TO NAILER w/3-10d SHEATHING ATTACHED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. PER NAILING SCHEDULE EXTERIOR SHEATHING W BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO ATTACHED PER INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ (4) 10d TOP & USP LSTA30 SEE 2ND FLOOR WALL SECTION Z ,,� .•' ...... PRE-ENG. TRUSS 2x8 BLKING. NAILED EACH BOTTOM OR USP RT7 2X4 STUDS W/USP NAILING SCHEDULE 1Z38S2 t �i E p COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES @ w/11-10d TO BEAM FOR ADDITIONAL INFORMATION (2) 2x8 #2 SYP BEAM SPT22 @ BASE SEE ; OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d & TO COLUMN Wv SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10dCS W/ 7/16" O.S.B. FLITCH J/S6 FOR MORE 8 z N K SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH , PLATE INFO. � o w0 ff OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ° •co Co ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER 2X4 BASE PLATE W/ Z c �Z•,-•� .•' y ia� A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE • USP LSTA30 OR EVERY 3rd • F 4 F E S. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS MTW12 TO FLOOR W Qp w „ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER GIRDER BELOW @ 16" � � A o ''+'ft{titi SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" °�C �C O.C. C W N W LL la �� o O.C. MAXIMUM. 2x4 SPF 2 i w 1 v❑ 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD I o F NAILS AT EACH TRUSS INTERSECTION. MSTAM36 W/ (13) - 1Od NAILS I N rK000xasaa'n'nm CB SCREW EACH TRUSS I 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. & (5) 1/4" X 2 1/4" TITEN DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SCREWS EACH SIDE OF USP JU26 OR IF 2 PLY SEE FLOOR FRAMING PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B EXTERIOR CORNER TRUSS USP JUS26-2 AND J/S6 FOR MORE INFO. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS BUILT-UP COLUMN MIN. TRUSS TO LEDGER VERIFY WITH PLAN FOR DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) 2-2x4 UNDER EA. END OF LOCATION AND DIRECTION 16" FLOOR SYSTEM FLOOR GIRDER m PRE-ENG. TRUSS 2X8 #2 SYP CONT. LEDGER W/ 2X4 BLOCKING BEAM. MIN. (2)-10d @ 8" SEE PLAN FOR SEE PLAN FOR o 2X4 DIAGONAL AT 8'-0" O.C. (4) 16d NAILS ATTACH NAILS IF PARALLE SEE 2/D2 FOR a BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP O.C. EACH PLY ( DIRECTION CONNECTION MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. INTO END OF EACH FLOOR BLOCKING INFO) • DIRECTION TYP. A TRUSS, 24" O.C. MAX. (AT EACH MASONRY WALL SIDE OF G.T. INSTALL (4) NAILS (TYPICAL) SECTION a@ FLOOR EACH SIDE) DIAGONAL 2x8 #2 SPF RIDGE BEAM 2 X 4 P.T. PLATEz MAX-0„ WOOD 2x6 RAFTERS FOR SPANS 4FT TO 8FT SECTION AT LOW ROOF(9�CONNECTION r22'� TRUSS ' 2X4 RAFTERS FOR SPANS LESS THAN O O SCALE: 3/4" = 1'-0" ° U_ 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CMU BASE FILLED SCALE: 1/2" = 1'-0" COMMON TOENAILS TO RIDE BEAM W/ CONCRETE SEE W PLAN FOR SIZE J 2X4 CONT. AT� CONC. MASONRY o T & B CHORD STEEL OR WOODLO BEARING SUPPORT [—PORCH SLAB SEE EXTEND N FOUNDATION PLAN SLAB 1 112 A -A ALTERNATE BLOCKING 11" 11" DETAIL INTERIOR BEARING 20 KNEEWALL ENTRY FRONT WALL ;•i,l.. ��':' '} ° � 2 #5'sCONT.T&Bw/ SES�PB N Sr- LUJ -it OPE � � z � #3 STIRRUPS AT 4'-0" PORCH ...: (Corner shown. Interior Column similar) I — = WOOD TRUSS SCALE: 1/2" = 1'-0" 30 WHEN DEPTH (2) #5's CONT. T&B _ 4L A PROVIDE BLOCKING AT ALL TRUSS BEARING III— _ EXCEEDS w/#3STIRRUPSAT ��II ~ = Q SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE. 3/4 - 1'-0" GRADE 4'-0" WHEN DEPTH ` III�I— TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT _ _ EXCEEDS 30" �:;..'..:.. ^ . Z T. SCALE: 1/2"-1'-0" = •' _ Il jlIII�II 111—Illi;.l 12" MIN. w Q STEPS WILL VARY DUE TO SITE CONDITIONS, CONDITIONS, BUT USP LSTA18 USP HD4101F BUCKET 1'-4" BCR R311.5MUST BE BUILT AS PER CENTERED @ SEE ROOF PLAN F J OR 1s° --� M BEAMS TOGETHER 9 MORE INFO L.LI SPLIT TO TIE W SEE FLOOR PLAN > FOR COLUMN SIZEW J &ADDITIONAL INFO. PORCH SILL 15 PORCH STEP DETAILKo'170— SCALE: 3/4"=1'-0" SCALE: 1/2"=1'-0" Z SEE FLOOR PLAN SEE FLOOR PLAN FOR 7/16" OSB FLITCH PLATE UJ FOR COLUMN SIZE COLUMN SIZE & BASE REQ'D ONLY WHEN WOOD OR MASONRY & ADDITIONAL INFO. CONNEOPTION A 7/16" OSB FLCITCOH PLATOE OPTION B SCHEDULDON E/PLANEAM ABOVE MAONRY PIER W a SEE FLOOR PLAN FOR WOOD OR MASONRY TOP COURSE TO = REQ'D ONLY WHEN COLUMN INFO ABOVE MAONRY PIER BE CHAIR BLOCKS. INDICATED ON BEAM a SCHEDULE/PLAN INTEGRATE MASONRY SEE FLOOR PLAN FOR � ENTIRE BASE TO � KNEEWALL INTO CMU BASE COLUMN INFO BE FILLED SOLID SEE TRUSS PLAN COMMON 13M. TO POST ATTACHMENT A OR MAIN HOUSE PER FOR CONNECTION ELEVATION IF REQUIED SIMPSON HUC410 TO FRAME OUT TO SEE ROOF PLAN SCALE: 3/4"=1'-0" MASONRY KNEE WALL MAX 3 BUILT-UP COLUMN. IF BLOCK EDGE FOR BEAM SIZE & CMU BASE W/ (1) #5 SEE ELEV. FOR BEAM SITS ON COLUMN, W BM. SPLICE OVER COURSES w/ TOP K.O. COURSE CONNECTION INFO. � � CENTER OF POST w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. STRAP DOWN USING o A A CORNER FILLED WOOD BEA HTS20 STRAP. 0. z REQ'D @MID SPA MAX 6-8 SEE PLAN FOR MAX 3 SOLID. SEE ELEV. #5 REBAR CONT. SEE PLAN TOP OF BEAM Q COURSE FOR BASE SIZE @ SLAB LEVEL FOR SIZE SUPPORT COLUMN w (3) #5's EA. WAY BUILT-UP (3) 2x4's OR ILEXTEND SLAB 4x4 W/ (2)-10d NAILS @ w 1 1/2" BEYOND 8" O.C. EACH PLY 2x4 #2 SPF KNEEWALLUJI title: ° BLOCK FACE (SHOWN AS 4 x 4) W/ STUDS @ 16" O.C. W/ W .. 4 , _ STRUCTURAL SHEATHING " DETAILS (2) 2x8 #2 SYP W/ 16 SEE FLOOR PLAN FOR _ = a •:_. 2 SIMPSON HETA20's ci - () ON BOTH SIDE FROM TOP O.S.B. FLITCH PLATE z COLUMN SIZE & —I + ° EXTEND w/(12)-16d EA. TO COL. OF WALL TO BOTTOM OF o ADDITIONAL INFO. ( — 8 '' `A ALT: 2 MSTAM36 SEE PLAN FOR BEAM 'c SLAB 1 1/2 TYPICAL () BEAM, ATTACHED PER BRG. INFO. PORCH SLAB SEE — a .6 BLOCK STRAPS CENTERED w/ NAILING SCHEDULE. Z project no. 2017556 (WOOD COLUMN SHOWN) SLAB = ` °° FOUNDATION PLAN WALL (13)-10d NAILS Ea TO COL. BUILDER FRAME W checked: AB/MC FLASHING TO BE - ,.... ; LEVEL — _ RADE .,, RADIUS AS REQUIRED o FLEXIBLE SELF SEE CUT (2) #5's CONT. T&B w/ —, z I drawn: ADHESIVE TYPE 8" UP o _ MIDDLE CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" I�- N date: 10-09-17 bo MIN 3 x 3 WEEP HOLE SECTION FOR WHEN DEPTH .., -p TIE BEAM 2x BUILD -OUT BEYOND COLUMN MORE INFO ALONG w/ PITCHING SLAB EXCEEDS 30" V-4" AS NOTED TO DRAIN WATER N scale: a SEE FOUNDATION KNEEWALL ENTRY � CORNER PLAN FOR MORE INFO KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN BEAM a@ RAISED ENTRY@ MASONRY WALLK-3_1-- FRONT WALL 44 COMMON B M . ATTACHMENTr18 ENTRY PORCH SILL 16 SCALE: 1 /2" _ ,'-0" SCALE: 3/4" _ 1'-0" D 1 a SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 0 U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. EDITED: USP LSTA30 STRAPS (2)- 12d oo GABLE END FLOOR SEE SS FOR RETROFIT B(1)ENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. 2 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d Q 2x CRIPPLES @ 16" O.C. ( ) ------------------------------------ 1. APPLY SUB W/ (2) 12d TOENAILS T/B 7r BLOCKING NAILS TB FLANGE ° (3) 2x #SPF LO FLOOR 2 - 2x SPF TOP PLATE INTERIOR HEADER DETAILS STUDS w/ 10d @ () (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS ADHESIVE TO EXTERIOR HEADERS © 2x4 CONTACT 8 O.C. EACH SIDE END OF SILL. MAX. 1 2x SILL PLATE W/ 2 12d TOENAILS. ------------ U.N.O. ON PLAN OPENING WIDTH 4 FEET. () ( ) SURFACE 2x4 #2 BLOCKING IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FRAMING PLAN FOR I -JOIST AT 48" O.C. EXCEEDING 6 FEET. MIN (3) 2x #2 SPF STUDS @ END OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR REQ'D CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END JAMB INFO (2) USP MSTAM36 STRAPS w/ (8) 10d G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK NAILS & 5 �" x 2 Y" TAPCONS 1/2" GYP. BOARD OR BLOCKING 2x CRIPPLE AT EA. TO STUDSUSP LSTA 3ABOVEIPLATE CENTERED ONFLOORSYSTEM TO EXTERIOR STRUCTURAL 1-1/8" RIM BOARD WALL END OF OPENING SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD MASONRY WALL BELOW. CONTRACTOR VERIFY W/ PLAN JOIST SEE PLAN I -JOIST SEE PLAN PACK w/1Od NAILS _ FLOOR DECK MAY USE (2) SIMPSON MSTAM36 STRAPS 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) ' w/ (7) 10d NAILS & (4) �" x 2 y" TITENS WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM F@ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN INSTEAD OF USP MSTAM36 STRAPS. IF TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW WOOD WALL IS BELOW USE (2) MSTA36 AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID STRAPS w/ (22) 10d NAILS OR (2) SCALE: 1 1/2" = 1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. SIMPSON MSTA36 STRAPS w/ (26) 10d SCALE:3/4" 1'- 0" GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) Y4"x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE NAILS (G.C. TO INSURE SOLID BLOCKING SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED IS INSTALLED). EITHER USP OR SIMPSON CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED STRAPS ARE ADEQUATE SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 AS NOTED SCALE: 3/4" = T-0" SCALE: 112" = 1'-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" REQ'D TYP 7 @ 24" O.C. A 2 x 4 #2 SPF STUDS Li AT 16" O.C. U.N.O. (2) 2x HEADER G SEE PLAN C B H B C LE 2 x 4 #2 SPF STUDS B AT 16" O.C. U.N.O. (2) 2x HEADER G E F SEE PLAN TYP F F Li SEE FOUND. PLAN FOR FTG. REQ. SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE OUSP TO STUD & TO TOP PLATE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED OUSP LSTA24 W/(18)-10d NAILS 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2' , TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAILS TO STUDS ABOVE & (11) 1Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS W/ (22) 1Od NAILS (2) 2x HEADER SEE PLAN DD USP SPT22 W/ (6)-10d TO STUD & (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. BASE PLATE USP SPT4 EACH STUD O 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE PRE-ENGINEERED @ HEADER / JAMB CONDITION W/ (2) 12d TOENAILS T/B FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) - 10d TOENAILS AT EACH END OF EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 (2 ) - 2 x 4 SPF SPACED W/IN 6" FROM OPENINGS 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREA DER TOP PLATES AND MULTIPLE STUD PACKS OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C' 6 FEET, A MP3 CLIP IS TO BE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INSTALLED TO EACH END EXTERIOR HEADERS PLYWOOD ATTACHED PER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL NAILING SCHEDULE OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE USP MSTAM36 STRAP(S) TIE BEAM 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER CENTERED W/ (8) 10d NAILS BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. PROVIDE BLOCKING CONNECTIONS. ATTACH STUDS w/ 3 () CONTRACTOR MAY USE BELOW JAMBS 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) is"x2Y4" PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE STRAP. EITHER STRAP IS FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR 6 rj LOWER ROOF. SCALE: 1/2" = T-0" SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" THE FACE OF HEADER/ STUDS @ 24" O.C. W/ (22) 1Od NAILS (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. INTERIOR HEADER W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) - 10d TOENAILS AT EACH EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE IS GREATER THAN 4 FEET BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EACH USP LSTA30 CENTERED END OF OPENING W/(22) 1Od NAILS NAILED TO STUD PACK / FLOOR DECK W/ 10d NAILS @ 8"o.c. �� FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: 1/2" = T-0" SYSTEM 42 SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2-STY. FRAMING SEE PLAN FOR COL. SIZE — SEE PLAN FOR CONN. NAILING AREA (TYP.) (2) USP MSTA36 STRAPS CENTERED w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (EITHER USP OR SIMPSON STRAPS ARE ADEQUATE) BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) USP HTT16 BASE W/ (18) 16d NAILS & %" ANCHOR BOLT W/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @.GIRDER SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" BENT OVER TOP PLATE @ 24" O.C. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN HEADER/STUDS W/ (22) 10d NAILS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. PROVIDE 2x4 ON INFO. OPENING LARGER THAN 4 ft (2) 2x TOP OF 2x8 TO SILL PLATE W/ MP3 CLIPS EACH SIDE BLOCK OUT TOP 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF PLATE ATTACH OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). W/ (2) 1Od NAILS PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, @ 3" O.C. FEET BUT NOT EXCEEDING 6 FEET, TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END SCALE: 1/2" = T-0" DOUBLE 2x4 TOP PLATE 2 ROWS 10d @ 3" O/C FLOOR DECK 2x4 STUDS � PER PLAN FLOOR TRUSS/ I -JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) .� 2X CONT. RIBBON CENTERED W/ (8) 10d NAILS 2x4 BEYOND & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 CONTRACTOR MAY USE STUDS SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 STUDS 10a NAILS & (4) -4 BELOW JAMBS TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd CI nno 1'mni im C 0'rM A M7 PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS HEADER FLUSH TO OUTSID DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T&B (2) 2 x #2 SYP U.N.O. 2xCONT. T&B� (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION — SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — USP SPT6 OR SPT8 @ 24" o.c. BOX HEADER (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP ° SPT22 & SPT24 (OR SPT4) CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2x CRIPPLES TO STUDS W/ (2) - HTW20 TOP & (2) MATCH JACK HTW20 @ BASE TO HEADER STUDS BELOW (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE TO CONNECTION DETAILS FOR STUDS TO MATCH HEADER MORE INFORMATION STRAPS (2) LSTA24 (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO USP MP3 EACH END TYP. FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED W/ (2) - 16d TOENAILS @ EACH END 77'TDS (2) 2x SILL PLATE @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 • D ~ O ti 0 0 U fnMCDN O) O cn TLLLLt- O ~ � ua T Q x •� r C w. 4 ` 0 x _ o o ,o r Mta zaw� MN` py to 5 o _FLU �N LL IU El N IHO�''Jt1HSQtTASASM W J Q L 1 Q N (3) W N qt Q z 00 1 � Q Q Z Z z 0 W J � W J tt— W title: DETAILS 5 project no. 2017566 W checked: AB/MC drawn: LO date: 10-09-17 N scale: AS NOTED 0 0 D a 2 0 U -1 I --7F— 1 I - -- iF I I „ _.., 1 .....i.-7-- i_: 1 1-..--'TIC.. - _-__ I - F ------ r-7_ The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as sucl EDITED: - - 15/32" O.S.B. SHEATHING 15/32" O.S.B. SHEATHING BUILDING WRAP BEYOND BUILDING WRAP PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND /r/ PROVIDE RUBBER MEMBRANE CONT. FROM ABOVE FLASHING SHOWN, PROVIDE 4" BEAD OF TO BELOW LEDGER CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR CAULK/SEALANT OR SOLDER Z FLASHING AT LEDGER AND RETURN UP JAMB 6". USE BETWEEN PAN FLASHING STOP FLASHING JUST ABV LKIQUID NAIL BRAND OR EQUAL AND DECK FLASHING. 2x STUDS FIRST LAG SCREW AND AT WATER PROOF CAULKING @ 16" O.C. 2ND FLOOR DECKING TREX q Li X PROVIDE SELF ADHERED FLASHING 11 LAPPING DOWN OVER RIM JOIST 2X6 TREX ORIGINS AND UP WALL BY 6" Z FLASHING AT LEDGER STARTER BOARD TO STOP FLASHING JUST ABV OVER LAP LEDGER FIRST LAG SCREW AND AT 0 2ND FLOOR DECKING o JOIST HANGER BEYOND NAIL BLOCKING TO t NAIL BLKG TO -i LEDGER BOARD LEDGER BOARD I USP JUS28 @ 2x12'S TYP AT LEDGER 2x12 #2 SYP CONT LEDGER w/ (4) 1/4" x 4" LAG SCREWS SPACED EVENLY @ 16" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH S.G.D. FLASHING AT BALCONY FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE 8" UP COLUMN 1. EXTERIOR SHEATHING 2. RUBBER MEMBRANE 3. Z FLASHING AT LEDGER 4. BUILDING WRAP. REFER TO J/S6 � USP JUS28 @ 2x12'S TYP I FOR MORE INFO "e AT LEDGER USP HTA20 STRAP 2X12 #2 SYP JOISTS @ 16" O.C. EA. JOIST 2x12 #2 SYP CONT LEDGER w/ (4) HOLD CEMENT — 1/4" x 4" LAG SCREWS SPACED PLASTER TIE BEAM W/ EVENLY @ 16" O.C. MAX (EA. FINISH DOWN (1)#5 CONT. FLOOR TRUSS) 3" FROM TOP CMU WALL TEXTURED OF LINTEL CEMENT PLASTER FINISH PRECAST LINTEL �FLASHING AT BALCONY A IV - SEE FOUNDATION PLAN FOR MORE INFO FLASHING @POST TO MASONRY BOND BEAM REFER TO S2.1A FOR BLKG LOCATIONS USP MTSM16 W/ (4) 1/4" TAPCONS TO LINTEL /CMU W/ (4) 10d NAILS TYP EA. JOIST TREK 3" CV) Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. TREK FLUSH 2X12 — FLUSH 2X12 PROVIDE MSTAM16 STRAP w/ (5) 1/4" TAPCONS TO LINTEL/CMU & (9) 10d NAILS @ 24" O.C. WHEN RUNNING PARALLEL TO PRECAST LINTEL PROVIDE MSTAM16 STRAP w/ (5) 1/4" TAPCONS TO LINTEL/CMU & (9) 10d NAILS @ 24" O.C. WHEN RUNNING PARALLEL TO PRECAST LINTEL TEXTURED CEMENT PLASTER FINISH RECOMMENDED DECK SPAN FLAT MEMBER UNIFORM LOAD -------- 100 PSF 200 PSF 1 %" x 6" 15 INCHES 12 INCHES 2x4, 2x6, 2x8 20 INCHES 16 INCHES 1. SPANS DETERMINED ASSUMING UNIFORM LOADING AND REDUCING THE SPAN BY 30 PERCENT FOR INCREASED DECKING PERFORMANCE. 2. RECOMMENDED CENTER TO CENTER SPACING AND A MINIMUM OF (3) SPANS FASTENED TO EACH JOIST WITH A MAXIMUM DEFLECTION OF 1/360. 3. MEMBERS INSTALLED FLAT WISE. 4. REFERENCE MANUFACTURERS INSTALLATION GUIDE. 1. EXTERIOR SHEATHING 2. RUBBER MEMBRANE 3. Z FLASHING AT LEDGER 4. BUILDING WRAP. REFER TO S2.1A FOR BLKG LOCATIONS 2X12 #2 SYP @ 16" O.C. MAX (EA. FLOOR TRUSS) 3" 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -15/32" O.S.B. sheathing - Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing �V, Block 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 15/32 O.S.B. sheathing Keep top edge of weep screed 2" below top of block _Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL WEEP SCREED DETAIL �� SCALE: NOT TO SCALE 15/32" O.S.B. SHEATHING BUILDING WRAP PROVIDE RUBBER MEMBRANE CONT.FROM ABOVE FLASHING TO BELOW LEDGER Z FLASHING AT LEDGER STOP FLASHING JUST ABV FIRST LAG SCREW AND AT 2ND FLOOR DECKING 2X6 TREX ORI INS STARTER BOARD TO OVER LAP LEDGER HOLD CEMENT PLASTER FINISH DOWN TEXTURED 3" FROM TOP CEMENT PLASTER OF LINTEL FINISH PRECAST LINTEL �FLASHING AT BALCONY HTA20 @ 32" MAX O.C. 2x STUDS @ 16" O.C. NOTCH PLYWOOD @ HTA STRAPS ATTACH FLOOR /SHEATHING TO —LEDGER PER SCH. 4 1/2" EMBED . • TIE BEAM CnNT. ► W M06 G CMU WALL WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS, SUB —CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. AND FLORIDA DESIGN SOLUTIONS, INC. (FDS) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. OR FDS PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a W WO a w z W 2 z 0 Ma �¢ I i i 8F_� N o ,o N W, M Q 1 Mz og(Do N N cWo7 V" z V1O A 0S E. EJ r- N MP LL �Zi.7-� T Om LL.z E� � LL Me 8� A" 0 O H Z'1[. 8 °;O a 7r'i a u Lij 0 w � A O d ❑w OV � zKo�•ortasaa•,a�n F_ LL W J CY) Q Q N M q � Ll1 Q Z i 00 N1 � I..L 0zo O Z Z LLl VJ title: ROOFING DETAILS z project no W checked: drawn: N date: T_ N scale: Q P 0 2017556 AB/MC 10-09-17 AS NOTED D a 3 0 U - - - The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and .is certified as such_ EDITED: L L L NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (9141 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Xz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-11 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. 2014. 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. It 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/0 STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad, (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480 TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, f'y = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25, #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY: X" 4. 1.7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: MODULES OF 4.2.1. CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (Pc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Kai 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 Ksi ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 Kst 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2 QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSUTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 11W THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Kai ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Kst SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsIWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148",12d = 0.148",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 -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET 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. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH ALLS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH 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 IS "NON -SELF SUPPORTING'. ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Borecore treated lumber Sal Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R3 8.1- "A ppeerrrmmanent sign which identifies the termite treatment provider for be and need re-irtspectlon andtreatment contrW renewal shall provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-W away from the building side walls. 3. Irrigationlspnnklersystems indudinngg�all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FRC R318.7- To rovide for inspection for term Infestation, between covering be lass than 6 inches. wall andpfinal earth grade shall not Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1- Initial treatment shall be done after all excavation and baddll Is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rsinf II occurs before vapor retarder placement, retreabnent is required 9. FRC R318.1.5 -�C�e u rergur �nd mortar along the foundation perimeter must be remov e r soI treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including ]antlscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1- A certificate of compliance must be issued to the building department Nalicensed pest control company before a certificate of occupancy will be issued. "The building has certificateof complianceshall state: received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This Includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA 140 MPH WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS I,N =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE'W' %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ao0 F= m�0�' �NCCOCq U (lJ C 04 2 .... N N p . CnJkOcc) -0 • � LL r- 72 � V1 .'v. C: O .s= X 2) C) a) 9 w �U title: R fv =ow u5,- c� ❑ N WOZONHSQHMMM LL W J QI Q Lo 1 N � LU N Z `< 00 r Q O Z 0 I O Z W Z <Q J MW W W J U) 0 Z project no. 2017556 W checked: AB/MC 0 drawn: 01 date: 10-09-17 NI scale: F The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. L RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 71-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 USP HTW20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 USP HTW20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-011 (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-011 (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-411 (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE n, RIDGE LINE v., J 15/32" CDX Co PLYWOOD OR 7/16" OSB '*—RIDGE LINE 140 MPH (uft)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 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 90 2.0 2 x _ lumber Double 2 x _ lumber FILL CELL w FE CONT. #5 > STD. 90° BAR HOOK 1 1 STD. 90° HOOK r BOND BEAM BOND BEAM STEP USP MUGT15 TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/8"o #5 CONT. THRU SV2 FROM BOLT FOUNDATION TO HIGHEST BOND BEAM X B.U.0 SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNPLYWOOD FLOOR SEE PLAN FOR REQ'DSHEATHING PER PLAN COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solialit# OF 2nd FLOOR above to bearing below. STUDS SECTION @ I NT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. �4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max.. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING X' GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high t or-20 sinker lateral load. T nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES � DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking ° 1/8" gap / 1't Boise Joist Blocking Use 3" (10dl nails at 6" O.C. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI 5000s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BC16000s� BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11- / " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max along bearing wall Required on interior wells: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing well must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non-staddng walls lodnaiis SECTION @ INT. BRG. WALL �uiraadditionalconsideratlon. — N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) A 1V ROUND HOLE MAY IDO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 6' C LARGER THAN 1V THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lx- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1V ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1V KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL 4 11—� I I—i I I —I °. L —1—=III—Iago IIIiI—IIIi11' Ili _I I I-1 I I-1 I I-1 I II I I I I I -Fill- FINISH GRADE Backer block (12" wide min.) :III=1 I —I I—1 I Nail with 10-10d nails. —III—III—III—III— —I I Install tight to top flange. SLEEVE THRU STEM ® d,. _ a , SEE PLAN FOR---'�• °� . • .; . • FOUNDATION INFO ° 4 STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Balker Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height GRADE REINF. SEE PLAN IFVU k,nAam 4- rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP FND PENETRATIONS 1=- SEE FND. PLN. SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE PLUMBING LINE a '�I l SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE O O E ti O N4_ N N M O CN CnMMO _O �Jk000-0 LL ti O C j Imo=x,� I (a O Co N a Imi( z w w o ra�111€t€ EE€tf �, c N 2 CM ca cam•" 7dmw �� o � o CIO: �c�w IN �5 A IL I _�,� w �p J'y rC c o to w • • ® �� 2 � o` •• !Io= znO:��1�� E `` cw W=96 9 H a W � no U ❑w oUA �� N NODDNP ISQd MMM 1 title: LL UJ J QI Q 1 N � LO Ll.l N 00 3: Q �� O z Q O Z UJ z J CO UJJ VJ requirements SCALE: N.T.S. a Q a ° °° a °� o 6XJoist III: ;ill=11=1 1=III=III project no. 2017556 o o ° depth _I �I�—I a ° 4 4 q (I III ({= Z I_I j I_ Q ° _— ' w checked: AB/MC Z drawn: LO date: y 10-09-17 I -JOISTS BUCKETS SEE FND. PLN. N scale: N.T.S. SIZE &REINF. 0 SN1 F 2 2 } a 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and l;is certified as such. Cf F L (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 114" DIA. X 31/4" TAPCONS @ 24" 0/C & •c! @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.A r (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH UNDERLAYMENT FOR 41 ROOF PITCH 4:A2 & (2) LAYERS 71 L . °• TYPE I OR TYPE II (#15 OR #30) I I -III -I I b m . a I I -III -III -III UNDERLAYMENT FOR ROOF I -I I I� I I -I I p. . I I PITCH 4:<12. ' I=III=III-1 I • I I=III=III=I PRE ENGINEERED WOOD - - TRUSS @ 24- O.C. U.N.O. 1 I I=1 I I� I =III=1 11=III=III-III=III �_I 12 HURRICANE ANCHOR @ EACH I I.I 'i�-I II -III II I�� ft�') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING N BA SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL; ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1AXW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE III=III-I I' I r ' L ° I al ch 6 MIL VAPOR • z BARRIER I p 1 III I p III- r COMP. SOIL. I I II (COMPACTED TO 95% =I I I -III=III 1 MODIFIED PROCTOR III I I I I I -II I -I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA' SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS71O.H.D. RECESS 4� all ..III ZIP I -III -I I • •.. • •.''• •', = I I. r -'II-JJ. .�.a. ••�••::•• III=1 i1I1111 ~y.;::; 11�1 SEE A/S3 OR J/S6 I =III+ 1 III„ I I I++ II 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR - G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH J -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5 „ (U.N.O.) (OR GYP. TYPE W @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN SLAB Of BLOCK 5/8"" x 10" "J" BOLT @ 24" O.C. W/ or, SPT22 CONNECTOR 5/8"" x 10" "J" BOLT @ 24" O.C. W/y SP SPT22 CONNECTOR 2"x3/16" PLATE WASHER (TYP.) 2"x3/16" PLATE WASHER (TYP.) �v ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2x 6 W1.4 x W1.4 @ 24" O.C.) 2 /6x6WI.4xWl.4 WWF OR FIBERMESH WWF OR FIBERMESH p �31/2"MIN. �31/2"MIN. a ...a ELEV.a°\4 .. o p p o A.F.F. p a - 4". " 2x4 CONT. Q ° ° ° a ° d ° _ =1I I=1'31/2"(min.).4" ° =ICI_ '31/2"(min.)-4" N oo ---- o °' r=1=1IIIIIII ---- opl Ia . -. 31/2"(min. - 4" III I I =I I I�I I I 31/2"(min.) - GARAGE DEPTH VARIES -III-1 1-1 I' 4 I ° � • �..-11,�IIII��+III+��IIII�III 1.1111- I� I,��III+� III�III�II 11�1111- (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=T-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2 BLOCKING 8" C.M.U. () x @ 2x STUDS @ 16" O/C NOTE: THIRD POINTS 10 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION c`t.+ LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD SPACE ANCHOR (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] REINFORCING BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH EEP SCREED INSTALLED B5 _J AR END OF 2 x PLATE r 2x P.T. PLATE ASSUMED FINISHED c E PER MANUF. w #3 OR #4 REINFORCING BAR U u GRADE ° 31. r ° • P fl r� - o . D. -I + - - _ z FINISH GRADE O° #3 & #4 LAP SPLICE GRADE 40 MIN. Fir-40ksi0. [GRADE 60 MIN. Fr-60ks7 25" MIN. LAP [30" MIN. LAP] e I-1 I I -III I =1 Z _ 2 ° (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH cn All ==111-1' o o �J - - 1 II I- I I p o . ° ' w °. .. __ 6 MIL VAPOR BARRIER =1 I I I I 11=III=1J_I=I R 17/8. `� °lit] MI I I -I 11=1 I II= #5 REINFORCING BAR I -III -I � I -I I N z -+ I, ? , I P. I I-III-1 I I II I II I I I I� #5 LAP SPLICE (2) #5 CONT. o. a° I -I 11=1 11=1 11=1 11=1 I I -I 1 2 I I I ' tooI I III I I I I I ITr g III_III_lII_III_II1-III= N o _ f-I=I I I_1 1=III�1 1=I I I__1 1=I 11=1 1=1 I I-III=III=1 11=_1 11=_1 �� I COMP. SOIL. (COMPACTED TO 'El4" I I I I- -= =1_ 1= 95% MODIFIED PROCTOR ASTM D1557) �� I� =,i, I 1- 1,-4" I' - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. EXPANSION JOINT SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND 13" O.H.D. RECESS E !�t N M sI AN p YL-- A s -I � I II I •'' it l_II I IE : • IN I I III -I I - .. • '' I III_ r �IIIIIIII -. "y. :. F=1lI SEE A/S30RJ/ss III+I III+,I11 „ II++1111 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 10 GYP. BD. HOLD GYP. BD. .09 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N.O. a GARAGE CONCRETE NAILS W 1 112 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE " ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E d ` 6x6W1.4xW1.4 2 C,r WWF OR FIBERMESH r, a 7�. M 6 MIL VAPOR BARRIER -_J= 11 11=111-II- �Illi�l1111III 1111111111; 4" 4" INTERIOR WALL SLAB STEP NON-BRG rK SCALE:3/4"=V-0" S3 E S3 - I -iT1 FITII ; Y Hill -1 - li _.; eI:-.I li. r-.-•-Al-i :-�-i iE 3x'.-IE '•'♦"Its-•'.'A6-•-3E#6 LAP SPLICE �-i 31/2" REBAR DETAILS r F SCALE: N.T.S. S3 `6x6W1.4xW1.4 / WWF OR FIBERMESH MIN. TYPICAL THICKENED SLAB EDGE rC� SCALE:3/4"=V-0° S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D.(U.N.O.) WWF OR FIBERMESH r c �E Alp III _71 III III III; 11= � 'III .' 4 ..•� 111 I � . LI I ILI= I, I' SEE A/S3/J/S6 �* +r ' ' ,I 8" FOR REINF. INFO. OPTION #1 ON 3 CHAIRS 8" 11-4" 8" (TYP•) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r ' M eo GRADE = FFF _ _ J Z W-III=1 III -III -III -LEI I W 0 0 co = i l l l l l l• a� . I I I=1 I I=1 i t z I -=- STING J -� i t III -I! I -III -I 11=1 I III-i 1=1 1I I I-1 I I=1 I I=111=1 I I ,I f =1 11=1 I I-' BEYOND PAD REINFORCEMENT _i I 1-III-i 3"MIN. CLEARANCE T- oo oI �- cn J CO N CO .0 s f.( TLt IL ti O O = X r. O M d U) - U. ail' �E4 �4 � e I title: LL LLJ J Q Q N qq_ LO 5� W Q z 1N- - 00 0 z Q I O z LV Z ;: Q 0 J `W Q CO W LU WJ_ SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH � project no. 2017556 SLAB INFORMATION. SEE SCHEDULE w checked: AB/MC SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL rN 0 drawn: SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 0 date: 10-09-17 N scale: !Y } S3 a 0 U The structural - I I. _. ,F - I I �I-f- I I -�� I Ti_ design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. O O � O F— N C) C CV (OMO� 0 �. N N O J 00 V1 2CD c C C Q Cd Cn C VENT OR 2ND FLOOR O Co � (2) 2x6 OR (2) 2x8 Ca, TOP PLATE SEE TYPICAL C.M.U. WALL 12 PLAN 1/2" MINIMUM CEMENT FINISH PRE-ENGINEERED WOOD TRUSSES @ 24" O/C p.( P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE.1 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD r� SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 v CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/TOTAL THICKNESS s V1__'--2X DEADWOOD @ MID MIN. EXTENSION FROM DRYWALL NAILS J POINT w/ (3)12d EXTERIOR FACE OF BLOCK DOUBLE 2x TOP TONEAILS SPACED WALL IS 1 1/2" MAXIMUM PLATE EVENLY EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIO HEADER FLUSH TO OUTSIDE OPTION WALL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN -OUT A WALL (2) 2x HEADER SCALE: N.T.S. S4 PER PLAN � q SOLID AREAS ARE STEELAND GROUT DOOR OPENING ][] El❑ DOOR OPENING ❑ ❑ ❑ ❑ mp Pip ❑ ❑ Fo ❑ ❑ 1 '4 7/8" OVER METAL LATH. FIRST 2 ,:� LAYERS 3/8" THICK EACH. 3RD LAYER SOLID AREAS ARE 1/8" THICK. - STEEL AND GROUT CRICKET AS REQUIRED FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD DOOR OPENING --CL 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) O/C FIELD ( �I • 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP L CARRIER/GIRDER TRUSS ' 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE _ __ I:4 w VARIES O.C. TO EACH HEADER FACE "4 z MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE mow$1 REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL IS TO BE � �� ,'•" ` SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER I LMAIN OOFTPAN RUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT = W o o �i 0, N 12 SEE TYPICAL WALL SECTION W/ STD. 90° HOOK IN K.O. BLOCK MEN `• (TYP) SEE ELEV. PRE-ENGINEERED WOOD Z a W TRUSSES @ 24" O/C VERTICAL JAM ' 8 W o UPLIFT CONNECTOR " " " " " ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE 8 W N Q �' '� =_ 5/8 DIA. x 8 J-BOLTS AT 6-3/4 , 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE W F' (SEE SCHEDULE) KNOCK OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. I ~ �r - � o`erCD BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ] ( SCALE: N.T.S. 8 Z E ;, x yob c9 zz DOUBLE 2x4 SPF #2 L CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 0 ow. c� ell TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)1Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + ' STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE • PLATE W/ (2)16d TO TRUSS BELOW ■li 11111111111111101 ii■ �llli �11111 P_� -4AGE mm ■■ 91 •• OPENINGS GREATER• • PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION `! ■■ , ■ ■III i I■ ■ Milli IIII� ■ ■i ll lil �■ ■ Milli II!! ■ ■III III■ ■ ■■lil II!■■ �Ilil IRII� USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO m z . o » FL-)— /7BLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. ,» W W W" Z PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE EACH END d a WALL THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2'x BUILT-UP COLUMN W Z = W� a d a a DOOR STOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFOi z w z a a a o MOLDING TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 ,, a °a " 18-10d NAILS LL o W w` a _ g 9 1.,H a o 2x TOP PLATEJ � r GARAGE NAILS TOTAL) EA. SIDE OF ' ' o "� " W LL p w v w F- IE " 2-16d NAILS @ 24" O.C. OR DOOR . fey► SPLICE STAGGERED a vo 0 Lu EQUAL TO TRUSS BOTTOM • 5/8"DIA. X 12" EPDXIED ATR W00 9N3Sad MMM CHORD OR BLOCKING 2 x 6 P.T. �,y� = W/ MIN. 8" EMBEDMENT*MAX , ('i 10d @ 8" O/C 518"W1 .A. W/ 2x STUD @ 24" O�sr ' 51/2" MIN. EMBED O.C. MAX. . �OF ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. w SEE A/S3 FO STAGGERED FROM BOT. DOOR TRACK ATTACH ALL EXTERIOR STUDS o UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE T/0 TOP PLTATE AILS a w Q o NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC Z 1/2" EXTERIOR GRADE SHEATHING a 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD z 2 FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A4"x4" INSPECTION TYPICAL INTERIOR NON UL - WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C - - - PORT EDGES & 8" 0/C FIELD - EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCKrK TOP PLATE SPLICE DETAIL rm_"*� USP HTT45 N W USP SPT22 @ EA. STUD BLOCKING (TYP.) Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS J 2x P.T. PLATE PROPERLY. S4 S4 S4 S4 c \—ROOF TRUSS �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS j 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT USP C °x - 1. I^ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF �7 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' 1) (2) (1) 2 (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) 4 (2) (4) (2) USP LSTA30 USP SPT4 Sp f24 FF USP SPT4 SPT24 SP SPT4 W F7ROOF N LISP TRUSS ABOVE 2X TOP PLATE ¢ W 2X STUDS 24" O.C. 2X BLOCKING OVERLAPPING a Z @ W 00 W 1 N = LL r WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT _J SEE FLOOR PLAN NOTES FOR r r REQUIRED CONNECTION \\N00\1 L9N 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P USP SPT4 P.T. LATE VJ NN TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ILED INTO TRANSOM FRAMING SP SPT4 SP SPT22 USP SPT4 10d NAILS @ 6" STAGGERED �0 BOLTS @ 24" O.C. 2X P.T. PLATE o (2)16d TOE NAILS _ EA. BLOCKING ° ° 2X8 WALL ABOVE W ENTRY K.O. BLOCK W/(1) w #5 CONT. & Z FILLED 8"X10" J-BOLTS o o Q k � 0 Q 7 O W J M� Q W U J > J FORM CREATES CONCRETE RECESS TO 03-ROWS 12d NAILS STAGGERED a a , MASONRY WALL 1- 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"x10" OR 2X8 P.T. BOTTOM P TE (:K) w FOR WATER SHED. p 2x CRIPPLES @ GREATER HEADER „ U KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B o TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. U W C (MIN. (2) PER BOTTOM PLATE) C USP SPT4 w/ (6) USP (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 h" @ 24" 1 (2) 2x HEADER SEE PLAN Z MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 10d NAILS @ 8" K/S4 IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS IN PLACE CONCRETE CRIPPLE STUD (1) 2x SILL PLATE W/ (2) GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) GARAGE FLOOR SLAB 8x8x16 C.M.U. 12d TOENAILS. OPENING TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x GENERAL NOTES '''`' SILL PLATE W/ MP3 CLIPS SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR "*---2x STUDS TYP. j� TRAVEL DIRECTION OF USP HTT45 TYP. U.N.O. SEE N/ GARAGE DOOR ** HOLD DOWN CONNECTIONS Op��0,4 NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. EE PLAN FOR FOOTING AT I POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER GARAGE FLOOR. P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q USP SPT4 SPT24 FF Oro NAILED INTO TRANSOM FRAMING TRANSOM FRAMING oo SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS USP SPT22 RECESS SP LINTEL SPT4 S Of a. a 2X8 P.T. BOTTOM PLATE D PT4 U UJ 10d NAILS @ 4" 10d NAILS @ 6" O.C.UJ I STAGGERED A IFO STAGGERED TRANSOM FRAMING 0 o BEYOND. =ca M L PLYWOOD = o E SHEATHING m PLYWOOD FASTENED TO TRUSSES a WITH 8d COMMON WIRE NAILS @ 4" S4o O/C BOUNDARIES 6" O/C EDGES f(D w & 8" O/C FIELD W title: co PLYWOOD w SHEATHING z WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o SP MAX. (MIN. (2) PER BOTTOM u) project no. 2017556 PT4 PLATE) ALTERNATE: o checked: AB/MC 5/8" DIA. ATR EPDXIED drawn: MIN. 6" INTO BOND BEAM @ 24" O.C. N date: 10-09-17 FRAMING DETAILS ABOVE ENTRY R ° I ' a sca e. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x1ON 7BOLTS @ 24" O.C. MAX SCALE: N.T.S. S4 SCALE: N.T.S. S4 OO SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) H 0 aS4 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. 1 11 F a a 111 I TI�11 IF r I 1. 110 Pit 4 1dle i; V I.Ak d. I l ti1L..i�, iilr'b' .��:,?. [J-TIE-1 ,--. — --1 1— - FF--- - I — a sca e. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x1ON 7BOLTS @ 24" O.C. MAX SCALE: N.T.S. S4 SCALE: N.T.S. S4 OO SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) H 0 aS4 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. 1 11 F a a 111 I TI�11 IF r I 1. 110 Pit 4 1dle i; V I.Ak d. I l ti1L..i�, iilr'b' .��:,?. [J-TIE-1 ,--. — --1 1— - FF--- - I — a��itiC)o® "- N CO N L� UOMMM Cn O J CO LL I, - CD SEE STRUCTURAL Qr CL x SEE STRUCTURAL NOTES AND 2x4 BLOCKING 2x4 "r BLOCKING o C a) TOENAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 48" O.C. 16d NAIL „� ` m SHEATHING DETAIL 2"x4" OUTLOOKER NAILING SCHEDULE FOR SCHEDULE FOR "L" BRACE (r� @ 24" O.C.7 SHEATHING DETAIL USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" ATTACHED W/ rI TOP CHORD EA. OUTLOOKER 2"x4 O.C. (OPTIONAL -SEE BLOCKING FOR . • OUTLOOKER ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24 0/C O.C. TYPICAL ROWS OF 45" t 24" MAX. 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ TOP CORD BLOCKING • FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB'4� EDGES OF 2x4 CRO BRACE USP RT16 OR FOR FIRST FOUR 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE L BRACING DETAIL 5 EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ SHEATHING APPROX. 8" FROM HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE • OUTLOOKER EDGES OF 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. L— _J 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND @ 8'-0" 0/C EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT 2x4' r BLOCKING MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT "L" BRACE TO EXTEND x ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 2x4 BLOCKING @ w. 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2)10d TOE LENGTH (SEE TABLE) - 48" O.C._; 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL'" " 1 SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP " 2x4 PANEL BLOCKING 7/16" OSB SHEATHING TYPICAL; ATTACHED W/ 10d EA. END BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48 O/C FOR THE ATTACHED W/ 10d NAILS NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF 6" O.C. EDGES AND 12" AND 12" O.C. FIELD 2"x4" PANEL BLOCKING 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ GABLE TRUSS WEB @ 1/2" CDX PLYWOOD OR " O.C. FIELD 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12 O.C. FIELD END TYP. TOP & n n THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS 2)16d NAILS BOTTOM ATTACHED (2)16d NAILS SINGLE L BRACING DETAIL 6 ATTACHED W/ 10d NAILSel--(2) INTO 2"x6" P.T. PLATE 2"x4" LEDGER MATCH BOTTOM CHORD " 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4'T' ON TOP OF PANEL SCALE: N.T.S. 2x4 "T" ON TOP OF PANEL BLOC KIN ( @ 6 O.C. EDGES AND 12 BLOCKING FASTEN WITH . • SLOPE OF ADJACENT SCISSOR TRUSS) '' O.C. FIELD O.C. FOR THE FIRST (4) ROWS ' WEEP SCREED 10dx3" @ 4" 0/C DIAPHRAGM FASTEN WITH 10dx3" @ 4" O/C SPACED OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL " G7 @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE BLOCKING @fin 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36 48" O/C MOISTURE BARRIER WEEP SCREED W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. ooe-GABLE TRUSS 5/8"x 10" 7 BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM PLATE STUD WALL $ 4 ° z O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) �C VERT. WEB (24 "„ " 0/C MAX.) CE W17-10dx1 1/2" AND TO MASONRY W/ (3) 3/16N 21/4" TRUSS) USP SPT24 @ EACH STUD FASTENED WITH (3) TAPCONS.16d PER SIDE TRAP MISSED ERrT� SECTION 2 SECTION 3 SECTION(*4�„„STRAP MISSED VERTICAL SECTIONSCISSOR GABLE T BRACE � r WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S5 SCALE: N.T.S. S5 S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 s E � o ► vpv 20'-0" MAX 20'-0" MAX Mu } 2 1` w ? "X" BRACE SEE DET. J/S5 CONTINUOUS SOTTO CHORD BRACING 2X4 MIN. = a W 2x4 OUTLOOKER " cr Q N. REFER TO SECTION BACKNAIL W/ (2) 8d @ 6 0/C 2 x 4 BLOCKING W/(2)10d 1A ON SHEET S5.1 s SEE STRUCTURAL 16d NAILS @ 24" 0/C WOOD TRUSSES TOE NAILS EACH END @ FOR X-BRACING, AND N �, ; x NOTES AND NAILING TOP CORD 24" O/C (TYP) USP HGAM10 W/ (4) TOP CHORD so SCHEDULE FOR SHEATHING DETAIL USP RT16 OR BLOCKING FOR FIRST FOUR ROWS 1/4"x1-3/4"WEDGE BLOCKING INFORMATION EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" 1 12 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 1 12 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 �1j�� NAILS @ EA. END GABLE TRUSS z TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING W/(3)10d x 3" @ a _ AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST ROWS OF TRUSSEE S FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" OISTURE BARRIER O/C W/ 2 -16d (D = 0.148, L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2'� OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS $ (4) SDS 1/4" x 1 \�OND TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS ONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL w�Q� �aVi �V�1•� •y � -.0 �zl�I� ��O •�`• o: C7�o�i�W A r4 zyw W,� z_ p w LL, U. LU U � N No, 0N9SQd'MMM 0 m ARCHITECTURAL FINISH " NOTE: & 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7' LAG SCREWS OR EQUAL 2x4'7 ON TOP OF PANEL ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD Q 10dx3" @ 4" 0/C (2)12d TOENAILS :.' —Q CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. THAT MY BE REQUIRED 4'-0"O.C.MAX.FOR z @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES Z NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON - LOADKBRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 0 D U.C., SAME NUMBER 0 ROWS, SAME SPACING)LL SECTION BEARING LOCATION UNEVEN CLG. Q W SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L °III W ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 Q S5 ADDITIONAL INFORMATION. 11 z LD SCISSOR TRUSS Q LO N m L 45• 2"x4" OUTLOOKER @ 24" 12 w Q. O.C. W/ (2)10d PER JOINT 6.91 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C 2"x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL • (2)16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" Y-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING w w q Q o c � _ 0 o XX w o LU o" o o � � 4 wT, — — — � Cl � w o Uj of 2X4 BRACING @ 48" O.C. CONTINUOUS 9 TO FIXED LOCATION ATTACHED W/ a L 2-10d @ EA. TRUSS (NOTE: BRACING `L MAY BE PLACED ON EITHER TOP OR Ili:= I W N It Q �—CO 1 Uj BOTTOM OF THE BOTTOM CORD) 0 z 0 0 Z w o e Q aLU CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: o J Q GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL J SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. LLJ SCISSOR TRUSS Q TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. z > 3) SEE 6/S5 FOR MORE INFO. � J SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL W 0 MEAN ROOF HEIGHT UP TO 3V-0" SCALE: NTS v� GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATIONUj U W "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE W AND LOCATION) END JACK wr 6.9� 12 OUBLE TOP PLATE 0 6.9 MAX. "L" BRACE W/ 10d @ 4" O1C 6.9 MAX. Z 5 (SEE SCHEDULE FOR SIZE 1 V-0" MAX. 5 S5 AND LOCATION) W S5 W w 2X4 LEDGER o LE TRUSS ,S�Q USP LSTA 18 � a 9 6 o S5 a cYi CORNER JACK > title: LU x � W •".mil �.+•.i. .+•'Z �. •A' •. �+ �•••�•'�.•.. •: 1. ��. .��t• .•w• �• .+��;:y�• •.A •�.�.r •�•• '-••��• :.•y: a. z z v O o U o L Z �I w checked: AB/MC —1 LUDS @ 16" O.C. drawn: -�� DBL. TOP PLATE STUDS @ 16" O.C. USP SPT24 LO d ate: 10-09-17 CONT.BEARING ONT.BEARING USPHGAIO(TYP.) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL �EACHSTUD GABLE END BRACING DETAIL SCALE:3l4^=1'-0• MEAN WALL HEIGHT UPT030'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S. c�v scale: 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 FOR WIND SPEED SPECIFICATION O F S5 O } a U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and `is certified as such. l—f' 7— — — - — - - L (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4 K12. 7 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF INSULATIO BAFFLE INSTALLATION PER CHART ON SHEET S3 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 2X BLOCKING @ EA WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS W/ (4)16d TOENAILS TO TOP PLATE 2x BOT, PLATE W/ (2)10d @ 6" O.C. 3/4' PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL? SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE 'X" @ GARAGE ONLY) W/ 1 318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o = �� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. U_ j INSULATION PER �IY CHART ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT Ix ILw EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a y AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE EC . : r v __ • .<. " ° •' . Q dA FINISH GRADE 00 —III—I I I —I ' I I —III —I I I-1 I III ° WW1.4xW1.4 II I —III —III —III —I I _T—I 11=1 � 1=1 I I I I I I '• , d " a _—_—_—_so III —III —I � 1- o z WWF OR FIBERMESH -I 111=1 I I=1 I I -I I -III=III=III I I II a° 'III —I 11=1 1- r III=II1- (3) # 5 REBAR ON 3" CHAIR 4I 1 • I 1=11 I I_I I'- STD. 90'HOOK " "' (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/ NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL--�, f BAND JOIST 'USP MP4F @ 24' O.C. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & NOTE: EXTEND SHEATHING TO BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W/ (2) -10d @ 6" O.C. TRUSSMOIST A SCALE: N.T.S. S6 SCALE: N.T.S. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: " USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ,..... WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ - (2)10d @ 6" O.C. PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4)1/4" X 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. -USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4 -1-0 S6 B.U.C. 8 -10d NAILS TO STUD PER STRAP SYSTEM MSTAM 36 WALL LL SCALE: N.T.S. S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. X 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > V-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 'II=III I II1—III I 1 I, , ,III —III —III —III —III —I 11- ' ' (3) #5 CONT. ON 3" iLI i i 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION KS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" S6 ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLA SPLICE MIN 48" APART NAII INI OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL E © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL ©NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 6" O.C. W/8d COMMON NAIL )OR SYSTEM OE STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL ONO SPLICE @ HEADER - NAIL SHEATHING TO IF FULL HEIGHT SHEATHING (FROM TOP A HEADER W/8d COMMON NAIL@ 4" old OF TOP PLATE TO BOT. OF TRUSS) NO * STRUCTURAL 1 OSB MIN. PLYWOOD SHEATHING JOINT BLOCKING IS REQ'D. SAME NAILING 2x4 P.T. BASE PLATE 15/32 EXP 1 OR 7/16" PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C SCALE: N.T.S. S6 sF p�LNApo� 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS TB 1Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x 4" WALL 2' x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 114 1 2 1 2 1 USP LSTA30 V-9 (2) 3 (2) (2) (1) USP LSTA30 9'-16' (3) 3 (2) (3) (2) USP LSTA30 1 S4 BOX HEADER ONLY SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. D.T. BOT. PLATE FLOOR TRUSS / L-SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M S6 PLYWOOD SHEATHING (2) ROWS OF 2x BLOCKING NAILED PER NAILING SCHEDULE SEE @ THIRD POINTS DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 7/8" STUCCO FINISH PER ASTM C. 926 2"DIA.X 3/16" PLATE WASHER APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" (MIN. SHEAR MIN. TYPICAL OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 0#.) TENSION 2600#.) USP SPT22 @ EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE IV WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. ° Q " -:A.. `° 00 FINISH GRADE _ III _ -III-III .: •III 0 0 N ti O 6 N 00 04 U MOO 0 VJI 4-CO N O U) J 00LL 00i7 V! O ~ O L X O Q IV C CD O J) •� N 0Ca LL W ' J s Q 0) ^^ , L.L N ' W N Q Z co i < 0 Z ;0 1 Z , ' W 'Q J Q W > VJ , A title: -I I II HE -di °' °'•Ell I I; Z project no. 2017556 II I I I I I -I I —I o checked: AB/MC (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" drawn wi3" MIN. CLEARANCE '0 date: 10-09-17 ALTERNATE FOOTING V 0 a scale: @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" FOR ADDITIONAL S6 OO INFORMATION. H S6 } a 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and pis certified as such. it: „ rA n rn , 1..;,,� i yTIF.rrr rr r; i—;r r_ I i i i— ter: i i — r y i n i t Al �r— L J ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTCH INTO STRINGER H D 2x8 BLOCKING FOR STRAP x4 blocking 0" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW 12) PLAN VIEW SCALE: 2' = T-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND 2x4 syp NAILED TO STRINGER blocking strap (U' M 2x12 TREAD GLUED AND NAILED --- DR FT ST P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" FLOOR JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MP CONTACT WITH LAN 2x4 CUT C- DOES NOT BEAR IN WALL GLUED TO 2x8 Y-44F ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT rX1x4 RISER AND TREAD STOP x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Bx4 BLOCKING FOR 2x12 _ x4 PT UNDER 2x12 �f L-2x4 SYP BLOCKING PT NOTCHED INTO STRINGER FOR STRAP D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER 72+'TAPCONS TTACH ALL COMPONENTS F STAIR TO CONC. W/ +" X @ MAX. 32" O.C. SECTION VIEW "All SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING E PT NOTCHED II` D NAILED TO FL( A I STRINGER CON' CTION VIEW "D" SCALE: 1" = T-0" ' PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK 1--�x8 SYP GLUED AND NAILED TO FRAMING -2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A4 STRINGER CONTACT POINTS SCALE: 1" = 1'-0" x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING SECTIO SECTION VIEW "B" SCALE: 1" = 1'-0" TR SLUED AND NAILED TO STRINGER RAFT iYP DRYWALL STOP T NOT TOUCH NGERS BLOCKING FOR 2x12 PT UNDER 2x12 SECTION VIEW "Ell SCALE: 1" = 1'-0" N VIEW b I Al K UUN6 I HuCTION DETAILS SCALE:' = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED - -- T - I I 'il -d- IT o 11-Lrf T I LI. FI i I 11 7rF I I n 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER- 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER TOP OF STRINGER 000, -**�ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ +" X 2 J' TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = T-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR F1 AFLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 Jx 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "Gil BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALL JOINT JALL TO R JOISTS) FUD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT JALL TO JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES a)tio� N N O O M 0.) O 4— � J C � O - cv) V1 ti 10 L X �4- O O C Q) C6 Q U e a 3 A � � z a t o` ' z; 03i -+ U— w J QI Q LO I ,N � c w � z {< MM1 :3 Z Q 1 O Z Z I Q w J � Q W W 0 o .. w U) w 2X STRING R 2X B OCKING z 0 U ;+ Of USP (1) TW12 W D OR 2X BLOC NG 3 c� s� RIS q VAR I E W w x o i ea SECTION VIEW "H" a 0 SCALE: 1" = 1'-0" 0 0 title: W w U Z 0 0 VIEW Z project no. 2017556 SCALE: ° = 1'7 checked: AB/MC drawn: a date: 10-09-17 r, 0 N scale: O I } STa 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. -f I - -1 Iif CD C:) m�c)o 2 U)MO00 M to J 00 c s I.j LL I` ~ � J J DOOR JAMB (REFER 1X4 /2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 11T DRYWALL TO SHT. SDW2-K1 P T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS i X 4 i X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING 3/16"0 X 3" LONG 31160XTAPCONS FURRING 3/16"o X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDNX8 X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH �� 3 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 6"x3-1/2' PCON @ 16" O.C. C. & 4" FROM 1X4 P.T.— x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REEFCH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1EDGE DIST. 42" TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAIL FOR CONN. DETAILS 10d @ 12" O.C.FURRING 1X4 M 2X8 P.T. WITH 3/16" H X 3"2X8 .T. AS REQ'D P T LONG TAPCONS2X8 STAGGERED @ 16" O.C. 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL MAX." UNACCEPTABLE INSTALLTION �, C)n PROPER INSTALLATION 4%* DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6"O.C.—�q U) n n ATTAALJC/1 \A/AI 1 QLJCATLJI"1/3 TA FILL SOLID BOTH CELLS #5 REB, (TYR) STD. 90' HOOK C 0/1 L IL tt NOTCH WEB AT FIRST 2 COURSI � ALED CELL PER V_ eJda e r BUILDOUT .OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN � 3° SCALE: N.T.S. FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP04 _ SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �� "4 - � z, 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS ' FILL 1St4COURSES EMBEDMENT INTO BLK.) 1/4" MAX ;Y :' SOLID W/GROUT / ,r 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ` BLOCK HEADER ARCH BLKG. &BUCK USP RT16M W/ (8) NA11 NAILS & (6) x 2t "y TAPCONS a �, 1/2" DRYWALL IF TRUSS IS 2 PLY INSTALL USP HTWMl6 W/ 6 w ~' 10d NAILS x 1" NAILS AND Z F �,,. N 8d NAILS AT 8"O.C. AT BUCK 2 x 8 45" DIAGONAL 4 1 NAILS LEAVE A CUT OUT IN O.S.B. ON THE *' :`:: ,:::: ;r::<.:: (4) X 1' WEDGE BOLTS [ (1) STRAP =1225 # ,UJ BRACE(S) INSIDE TO ALLOW FOR INSULATION ;~-_ _ _ __ (2) STRAPS 2450#J) F g o o ©� t w 2 x 8 BRACE/ BLKG. ~�' �- t, s s.;- ,:.: H 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 110 o o '❑ 1 LLz��Q wx BUILT UP PLWD. BUCK ARCH PANEL ~ _Y S Z o s" a ••, CUT HOLE IN O.S.B. FOR ;:.. BOND BEAM OR CAST "a ,- SCRIBE (NOTCH) ::,~,'"., >:: ..: w o r� •.. CONTACT ENGINEER OF RECORD FOR IN PLACE BEAM FURTHER INSTRUCTIONS. "' « y m F LL POLY -CELL IN THIS AREA FACE ARCH W/ (3) 10d NAILCE AT S 'i '• W o C) + mod` BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 44 OVERRAN ., W W Z Q F E S' AT Ea END RETROFIT TRUSS DETAIL w z w M ¢ ,lI,I1? „ CONNECT W/ 8d NAILS BRACE/ BLKG. :�.t w Q � w N.T.S. o W b ai w a Q INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB RETROFIT WALL OVERHANG DETAIL (NTS) PROVIDE TAPCON WITHIN 0 w m/�i�F�� W H FACES W 4 10d NAILS THRU OSB INTO 2 x 8 2 X 4 #2 SYP SCAB TO SIDE OF = ,y � c� O INTO ARCH BLKG. PER 4" MIN. OF BRACE " FOR OVERHANGS BETWEEN 3/4" TO i 1/2" c INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2-6 F m 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. N INoD •'NHWA mM'" START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/" WOOD 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X OV (2)10d NAILS @ 8" O.C. FR ARCH DETAIL � WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" + TO TRUSS TOP CHORD 11-01' 51-019 yA/y SCALE: N.T.S. SS O.C. 12 + + F�ON PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR p + + o 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24" O.C. + + + INISH FLO o BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 114" MIN. ROOF SHEATHING ATTACHED + REQUIRED �• ii /4" MAX EMBEDMENT INTO ) B-B PER NAILING SCHEDULE ALL TO SUPPORT ° ".• ' n #5 BAR a 2'-0" 8" TRUSS + + SOFFIT 1,0" ai CENTERED W/ BLOCK HEADER' w SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 9(r _ " USP RT3A 2X4 SYP ' • .' IN TOP c z BLKG. &BUCK 2X6 TO 2X4 EACH TRUSS _ F,1 1 X4 FURRING •aKNOCKOUT/ivLL 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d =CHAIR BLOCK14 o w NAILS AT EA. END PROVIDE 2x CONNECTOR MONO FOOTING _ I_ ,'� �. J PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN I% �' ° z 1 VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I Q BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BY SCHED. Q TRUSS COMPANY OR 2x4 CLEAN FILL ° o (V 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z & TO BE INSTALLED w r ; N BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL FSTANDARD o W Z W SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL HOOK N a TO FIT ARCH CONNECT W/ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN g �' a Q ; Z 1 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y WOOD FOR OVER HANG FILLED CELL * a W �- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � �, _ �„ W BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" �$ - � INSTALL WDW, SCREW �• ,. a �< V ,. w ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8O.C. STEMWALL FOOTING SIZE AND c 0 PER INSTALLATION DETAILS B-B ARCH DETAIL rK_�� SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL � z Q I SCALE: N.T.S. SS SCALE: 3/4"=,'-o" SS SCALE: 3/4"=1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS o ' UJ Z Z O SCALE: 3/4" = V' 0" LIJ Q J �<N GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS L.I. A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD LV AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. Z B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP 0 > EXTENDS TO SILL. It o J C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. �^ D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWERHOOKED DOWEL ~ v J 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE W TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO SET BAR IN EPDXY o REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL CAP TO PREVENT LEAKAGE w BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER HTT45 W/ (18) -10d NAILS TO U) UJ COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO M E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL (1) #5 BARS CONT. 3" THREAD ROD EPDXIED W/ PER ANCHOR) OCCURS � EXISTING BOND BEAM Z (T REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING O COVER 5" EMBEDMENT & 3" MIN. y SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'0 F.F. a FILL CELL FULL HEIGHT W/ W OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. EDGE DISTANCE Ir LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP ° U cwi NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; F w a A 0 REINFORCING AS FOLLOWS:IF * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :<y '' `.'. _ ` = SEALANT =I I=J I=I I I I 1=1 ti. = °� _ ,r^. p _I=IJ=ll=111 11=III- * PRESS PANEL REINFORCING INTO PLACE. _ ' ',' =1 I —I I—� I I- U z 5X6' EMBEDDED INTO - ` v 6" MIN. LAP SPLICE W/ A' ? I I= �- EXISTING FOOTING 245X6' IN CONC. * i REINFORCING PANEL COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ; A..-,-,.. �'; .��:.-:-.:.,,.:.., - - • I � I=I � I—�, FILLED CELL SMOOTH. DO NO FURROW. "' ' �: �- ` `' ` -�="' o' � DRILL 3/4"X6"MIN. HOLE o F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT III=1 1(- FURROW. MAINTAIN UNIFORM JOINT WIDTH. =�= GRADE o. o —I I SET BAR IN EPDXY :s "= ' ` = t ~ 6" MIN. LAP title: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST " Y ' SPLICE iv ° ' ' W REMAIN FREE OF MORTAR. NOTE: " zof H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � o : z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° `tea ;4" SAW CUT °s SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (Z) #5 REBARMIN3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE . . z project no. 2017666 WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION w checked: AB/MC 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING o r GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. drawn: J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. date: 10-09-17 K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" RETROFIT FILLED CELL DETAIL o N scale: FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. O H � SS I O tY a F__ i -T- 1— ___T_ —__ - - i The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and ,is certified as such. t I i� [ t.ob 1, lilt ,11 iili�IdidTTyt� 111 ___FT__F___T I — �— ------ T_—7— —IF , —r I�— USP Stock No. A3 Florida Statewide Product Approval No. FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock No. A23 Florida Statewide Product Approval FL10446.2 Evaluation Report ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 H D0410 FL17241.5 ESR-3444 H UCQ410 FL 11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL 11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 F1_10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 F1_10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B F1_11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL 17239.13 ESR-3449 FGTR F L11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 F1_10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 F1_10456.7 ESR-2613 RS 150 FL17244.27 ESR-3455 H 10A F L10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H 8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 F1_11468.10 SIM200804 - THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 TH DH414 FL17232.18 ESR-3445 H H ETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +41 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +31 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +31 psf Clopay Building Products Residential WndCode Doors Wo" (8X7) FL15279.85 +38.0/42.0 psf Clopay Building Products Residential WindCode Doors Wo" (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 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 +71 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod, Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 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 Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -+--r N N C_ U 2 � (D -0 O Q =3 CU (a un -0 U �.: O O .L Q C 0 U_ ICU Q Co %.1.-0 CU Cn •Cn? Q �! Im Q Q .� A^ ''+r vJ Q Z Z LU J i 9 a s Q a e W V J CIO > O 0_ O 0 L '^^ 'W v! M� W LIJ Q z J z Q J SHEET NO. PA 1.0 IF 1.if �l.i�.1,. I .I�il}�.�L!«.i �. 1 1 }/A c- > .� U N:. O �--' C Q O O co U a)Florida Department of Business & Professional Regulation Page 1 of z Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards Building Codes and Standards 1/92017 (a W 1/9/2017 Florida Department of Business & Professional Regulation Pagel oft ry U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 119R017 0 O - C FL#15225-R3 FL#I5000-R2 Product Approval Application Detail O LL Code Entity or Date Date Date Pending Date Code Entity or Date pig Date Pendina Date FL#15332-R3 Products Q O > Tope Versio Manufacturer Contact Engineer & License ValidatedBv Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBCAoproval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design , _ -0 O Category: Exterior Doors ) g (813) 767-6555 Category: Exterior Doors (419) 298.1740 PE-43409 (813 767-6555 Seq # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure ri Q L g ry: (419 298-1740 Management ) Q L fit; 17 No Yes No N/A i� Subcategory: Swinging Exterior Door Assemblies rickv.@rwbldgconsultants. Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12131l20 � O Compliance Method: Certification Mark or Listing com Florida ance Registered Architect orlanReport Licensedrom a F Florida com 5 SERIES 420 ALUMINUM SGD REINFORCED SER ES 42096&gALUM16NUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A FL#15225-R3 Products Q Professional Engineer 143"x96&quota ._ VJ Quality Assurance Approved for Use Approved for Use Impact Desian 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/3112017 No Yes No N/A 146"x96&quota Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 430l440 ALUMINUM SGD SERIES t;x96&0 ALUMINUM SGD XXX 12/3112017 No Yes No N/A 5 e. "Smooth -Star" and &quotBenchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No NIA 143"x80&quot NON -REINFORCED Therma-Tru&quota and Wthout Sidelites. Inswing and Outswing Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 0 REINFORCED ALUMINUM SGD 12131l2017 No Yes No NIA 6 f. "Premium Series&quota, "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A XXX 143&quot:"x96&quota Series&quota and "Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and 1 a. &quot,Fiber-Classic" or &quotSmooth-Star&quota 6'8 &quot,Non-Impact&quota Opaque Fiberglass 12/31/2018 Yes Yes No N/A with Transoms Outswing Door with & without Sidelite(s) - Outswing (X OX or XO, OXO, XX, OXXO Configurations) LV T / Florida Department of Business &Professional Regulation Page 1 of, Building Codes and Standards 119/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business &Professional Regulation Page 1 of 1 Building Codes and Standards 1v9/2017 FL#15279-R4 Building Codes and Standards vlorzon Product Approval Application Detail Code Entity Date Dig Date Pendina Date Product Approval Application Detail TVDe Versio Manufacturer Contact Enaineer & License Validated By Validated Su bmiffed FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06112/2015 03/19/2015 06/21/2015 Code Entity or Date Date Date Pending Date Approved FL#11537-R6 Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Code Entity oDate Date Date Pending Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 1 r Revision 2014 MI Windows and Doors Brent Sitlin er Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com 9{ Type Versio Manufacturer Contact Enaineer &License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Certification Mark or Listing Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07121/2015 07/27/2015 Approved SubCategory: Single Hung bsitlinger@miwd.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing up.com Professional Engineer Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`151 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSFI-32 FL#1 i537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GRSS, GR5SV, ARSS, AR5SV, Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use I m oactDesian ED5S, ED5SV Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 607; 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of 12/31/2017 Yes Yes Yes NIA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12131l2017 No Yes No N/A 53 053 W5-16 PAN-2F153: 84A 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" 0 16'0" 05/21/2028 No Yes No +30 PSF/-30 hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/3l/2017 Yes Yes Yes NIA 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) W1NDCODE® W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD58V, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94. 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 IMPACT 4RST, 6RST, GD5S, GRSS, ARSS, ED5S VMNDCODE® W6 Garage Door PSF 9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI 12131/2017 No Yes No N/A CONTINUOUS HEAD AND SILL 88 1/8X72 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 162' 05/21/2028 No Yes No +37 PSFI-41 4RST, 6RST, GD5S, GRSS, ARSS, ED5S vide) WINDCODE® W6 Garage Door PSF (n (D Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119/2017 O Building Codes and Standards 1192Product Approval Application Detail 017 Florida Department of Business & Professional Regulation Page 1 of, Product Approval Application Detail Building Codes and Standards 1/9/2017 FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pending Date FL#15333-R2 co Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10116/2015 Approved Category: Windows 717 365-3300 PE-62514 Code Entity or Date Date Date Pending Date U Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04130/2015 04/30/2015 05/10/2015 Approved g ry� ( ) (717) 317-8454 t L Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@mMd.com Type Versio Manufacturer Contact Enaineer & License Validated ev Validated Submitted FBC Approval Approved Status . - SubCategory: Horizontal Slider bsithnger@miwd.com Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/2912015 06/19/2015 07/05/2015 08/19/2015 Approved Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Florida Registered Architect or a Licensed Florida Professional Engineer SubCategory: Mullions bsitinger@miwd.com Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Desian FL#15333-R2 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PyV NI 96X48 FIN 12/31/2017 No Yes No NIA 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3112017 No Yes No NIA 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Aooroved for Use Impact Desian 72X54 FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PVV NI 96X48 12/31/2017 No Yes No NIA 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes NIA Y 72X54 FLANGE 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No NIA 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A 40 SLIDER 108X48 PW NI 72X72 FIN ^' 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No NIA W SLIDER c- f V /n 0 I` U Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Cn 0- Building Codes and Standards 119/2017 Building Codes and Standards 1/9R017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL#13192-R4 FL#15272-R1 FL#5444-R70 W Code Entity or Date Date Date Pending Date Code Entityor Date Date Date Pending Date Code Entityor Date Date Date Pending Date ,••,••1 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status V Q Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23l2015 02/1912015 03/0112015 04/1512015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Horner Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval ^^ Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (810) 651-5847 PE-59166 (954) 772-6224 1� SubCategory: Siding pingsheng.zhu@fameshar SubCategory: Soffits nthompson@alside.com SubCategory: Asphalt Shingles markd.harner@saint-gob Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L Professional Engineer Professional Engineer Professional Engineer ICU FL#13192-R4 Products FL#15272-Ri Products FL#5444-R10 Products IJJ Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Aooroved for Use Approved for Use Impact Desian 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A NIA 1 a. "2T&quot Soffit Vent or Solid Vinyl Soffit 12/3112018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q /71 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes NIA NIA 2 b. "Alliance T4&quota Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No NIA 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A NIA z J architectural asphalt roof shingles z F Q J 0- SHEET NO. PA 1.1 . _, 1 _____T1-rrl --I -T ., i.a1 1.1 . I Yi 1 rl. i a r r i I III I I r r _ _F_- I r _ r -rr ___F___ T- N y _ U): Co O +� -0:; > c- U Florida Department of Business & Professional Regulation Page 1 of 1 N Q O Building Codes and Standards 1/9/2017 (10 - Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 -0-- 0 Building Codes and Standards 1/92017 Building Codes and Standards 2/62017 Product Approval Application Detail Product Approval Application Detail Product A royal A lication Detail -0 UO -0 _ PP PP FL#5219-R3 FL#12328-R7 Products O .0 Code Entityor Date Date Date Pending Date O. t.Z � O FL#21675-RO Tyg_e Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBCApproval Approved Status Quality Assurance _Approved for Use Approved for Use Impact Design O Code Entity or Date Date Date Pending Date Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 0429/2015 OSl10/2015 06/23/2D15 Approved 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Tvpe Versio r Subcategory:RoofingAccessories that are an flvalidation@yahoo.com o Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 =f O � O > New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, Intertek Testing Services 02/01/2017 01/25/2017 02/03/2017 i� Integral Part of the Roofing System - CU cpO Approved Compliance Method: Evaluation Report from a tad (D L Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida (n O � Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer C-0 M1 �F— }^r Compliance Method: Evaluation Report from a m FL#5219-R3 Products Code Version: 2014 FL 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL e Category: ALL Subcate o ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design gory: Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8', or 10' Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A NIA Wood Deck Approved for use outside HVHZ: ALL Impact Resistant: ALL ToughSkin 30, ToughSkin 50 2 2- "Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6', 12131/2019 No Yes No N/A Design Pressure: ALL Date From: ALL Tile" 8', or 10' Wide Off Ridge Vent Attached to Date To: ALL Wood Deck 3 3- "Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6', 12/3112019 No Yes No N/A for Shingles" 88#39;, or 10' Wide Off Ridge Vent Attached to e Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 1/102017 Florida Department of Business &Professional Regulation Page 1 of 1 Building Codes and Standards 1792017 Product Approval Application Detail Building Codes and Standards 1/102017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-R1 Code Entity or Tyg_e Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Date Date Date Pending Date or Tvpe Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBCApproval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 062Code Entity Approved tL Date Date Date Pending Date Tvpe Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBCApproval Approved Status Category: Roofing (904) 783-84D0 (786) 315-2590 Subcategory: Roofing Accessories that are an acarter@iom@lomanco.com Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02l27/2015 03/0912015 Approved Category: Roofing (car) 11 PE-31242 (717) 317-8454 Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06117/2015 06/17/2015 06/25/2015 Approved SubCategory: Roofing Accessories that are an clark@flamco.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seg # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A NIA 1 Deck-AirT°" DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5l-97.5 1 0'Hagin&#39,s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 0410412018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge® PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck CIO (D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel of 3 FL#15076-R3 Building Codes and Standards 1/92017 Code Entity or Date Date Date Pending Date O Tvoe Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBCApproval Approved Status Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 SubCategory: Storm Panels tim.robinson@gppent.com FL#7849 R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer Type Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing ! MonierLifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Entity or Date Date Date Pending Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status — Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/3112017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 0510312015 06/23/2015 Approved Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sag # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 Shake, Slate & Split Shake Flat Profile -Stockton 12/31/2018 No Yes N/A N/A Code Entity or Date Date Date Pending Date FL#15088-Rl Products 14 Saxony 900 - Country Slate, Shake & Slate Flay Profile - Henderson 12/31/2018 No Yes N/A NIA Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate & Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 1213112017 No Yes Yes NIA 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A WA SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12131/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes N/A NIA Professional Engineer ^ ` 26 Villa 900 Medium Profile -Stockton 12/31/2018 No Yes N/A N/A FL#15076-R4 Products W Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure v J 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/3112017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes N/A 0 ICU or not by tracks to provide hurricane protection. / O �i U Florida Department of Business &Professional Regulation Pagel oft 0 Building Codes and Standards 1192017 � L Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation Page 1 of 1 C i1 0- Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 �,/ FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity or Date Date Date Pending Date ICU Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status FL#17869-RO FL#1999-R5 m Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/2912015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters (954) 493-8551 PE-0046549 P.E. Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date SubCategory: Storm Panels tomj@tc-alum.com (305) 510-8531 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status TYee Versio manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07/03=15 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis [CC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved ^^ Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (647) 918-6473 (407) 681-1917 I..L Professional Engineer Subcategory: Storm Panels mikeb allamericanshutte SubCategory: Truss Plates slewis al ineitw.com 9 ry @ 9 ry @ P 1 FL#12856-R5 Products Compliance Method: Evaluation Reportfrom a rs.com Compliance Method: Evaluation Report from a Floridaroduct Evaluation Entity Registered Architect or a Licensed Florida L� Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer FL#1999-R5 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.050" Aluminum Storm Panel 0.050&quota Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes NIA FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 "Safety Edge&quota Storm Panels "Safety Edge" Storm Panels, 28ga 12/31/2018 No Yes Yes +541-54 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H & S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018"&quota) Steel, 0.022&quota Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes NIA 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Q and Non-Perf), Clear Polycarb (Full and Haft 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A NIA z 3 24ga Steel Storm Panel 24ga (0.0232&quota) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12/3112020 Yes Yes NIA N/A Clear Panels z 4 Aluminum Hinged Storm Panel .050&quota Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Q Panel J SHEET NO. PA 1.2 C C_ Cn O }, �. > _ U N Q_ _O Florida Department of Business &Professional Regulation Pagel oft Florida Department of Business &Professional Regulation Page 1 of 1 U N Building Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Florida Department 0g Business & Professional Regulation Page/ ofU U) Codes and Standards 1/9/20177 Product Approval Application Detail Product Approval Application Detail 66 •L N FL#21s7-R5 Product Approval Application Detail FL#1644-R4 O O U_ Code FL#1645-R4 CU O � ,— co > Entityor Date Date Date Pending Date Code Ent' or Date Date Date Pend ina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC�� Approval Approved Status T e Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entityor Date Date Date Pendina Date O r .�, Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30l2015 06/11/2015 07105/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 0512712015 0510612015 06/02/2015 Type Approved —Versio Manufacture Contact Engineer License Validated By Validated Submitted FBC Approval Approved Status Category: Structural Components (314) 851-7480 Revision 2014 Boise Engineered Wood Products RobertTa for ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved LLC. Category: Structural Components (541) 826-0200 Wood Association 9 Y 9 �; Q Subcategory: Truss Plates desert@mii.com (205) 599-9600 SubCategory: Engineered Lumber robertta for bc.com 253 620-7467 Category: Structural Components (541 826-0200 Wood Association Compliance Method: Evaluation Report from a g ry' 9 y @ ( ) 9 ry P ) Q Q P P Compliance Method: Evaluation Report from a Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 � � � '}/•�)� Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a •— v FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design t Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use ImpacDesign 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A NIA 1 Versa -Lam Laminated Veneer Lumber 0110112035 No Yes N/A NIA Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12131/2017 Yes Yes NIA N/A 1 AJS Joists Wood &quot,l&quota Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/3112017 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 12131/2017 Yes Yes NIA N/A 5 MT20HS 20 ga. high strength truss connector plate 1213112017 Yes Yes NIA N/A Search Criteria b 4 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 11912017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 FL#6527-R6 Product Approval Application Detail g Florida Department of Business & Professional Regulation Pae 1 of 1 Code Entity or Date ate Date Pend ina Date Building Codes and Standards 1 of I Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05112/2015 07/30/2015 Approved FL#158-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product oval Application Detail t Approval PP Subcategory: Engineered Lumber jim.anderson2@weyerhae Code Entity or Date Date Date Pending Date Compliance Method: Evaluation Report from a user.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#1630-R8 Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/1812015 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date Date Date Pending Date FL#6527-R6 Products SubCategory: Products Introduced as a Result of cparrino@castcrete.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use ApprovedNew Technology for Use Impact Design Com liance Method: Certification Mark or Listin Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure P 9 d Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim BoarStructural Composite Lumber or Oriented Strand 03/3112017 No Yes NIA N/A FL#158-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae board Rim Board Compliance Method: Evaluation Report from a user.com 2 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Product Evaluation Entity 3 Parallam PSL Parallel Strand Lumber 03/3112017 No Yes N/A NIA Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A NIA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05121/2016 Yes Yes N/A NIA FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#158-R8 >ea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 TJI 110 Prefabricated Wood I-oist Code Entityor Date Date Date Pending Date Code Entityor Date Date Date Pend ina Date J 03/31/2017 No Yes N/A N/A Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 TJI 210 Prefabricated Wood I -joist 03/31/2017 No Yes N/A NIA Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10131/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO -CER Miami -Dade BCCO -VAL 05/06/2016 04/29/2016 05106/2016 Approved 3 TJI 230 Prefabricated Wood ]-joist 03/3l/2017 No Yes N/A NIA 4 TJI 360 Prefabricated Wood I -jolt 03/31/2017 No Yes NIA WA Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components (813) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood I -joist 03/31/2017 No Yes N/A WA SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.00m 6 TJI1560D Prefabricated Wood I-jost 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03131/2017 No Yes NIA NIA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03131/2017 No Yes NIA NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A NIA CIO r Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119rz017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 Product Codes and Standards 1/9/2017 Product Approval Application Detail "1111114-i Product Approval Application Detail FL#5450-R5 Product Approval Application Detail co FL#1774-R4 Code Entity or Date Date Date Pendina Date FL#11383-R4 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entityor Date Date Date Pending Date Code Enti or Date Date Date Pendina Date Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. 03/26/2015 03123/2015 03/30/2015 06/23/2015 Approved Type Versio Manufacturer Contact Engineer&License ValidatedBv Validated Submitted FBC Approval Approved Status Tvoe Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, Revision 2014 Powers Steel Inc. Wiliam powers Steven Schaub SAMUEL A. 03/26/2015 03123/2015 03/30/2015 06/22/2015 Approved Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07103/2015 06124/2015 08/20/2015 08/2612015 Approved SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 Category: Structural Components (602) 437-1180 PE-60509 GREENBERG, RE, Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Florida Registered Architect ora Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer Florida Registered Architect or a LicensedFlorida FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 1 PSbox8LT, PSboxBLT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A NIA Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05125/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing of preformed steel lintels combined with brick or bars. llWl concrete masonry units, grout, and steel reinforcing bars. ^^'' W rC_n V O O L 0_ U cz O O � m V Q �p w z� Y z Q J d SHEET NO. PA 13