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6515 Paden Wheel St
4 r N v - - � sue. : g u n s _ew•. � � r�me�R�nn+e� n aw n� n n�a �w nrcn�n:++-n.m�n:. t � f 1 �-a+ R`n' wlPTilL1I 1 I 111 � ! P !A�`AIlAAIA l�19A1'�� in i Imi i �f TI !! 9 to - 1 ti�'1'R�q tt I �p b pl � i 'ill � � �I ' I � ' � t� . I!R ' �tio' 01) N 00 N U �. CO M O DISCLAIMERrml� ���c > oo� I 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. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC LODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE e— / 7 / CITY OF ZEPHYR HjLLS PLANS EXAMINER ha ISg �✓ J 9 V' Y h.+ F f W W Q J c 111t1tt€€ffgf ` � y w p lI� p;QZ�\\wwww.♦ oZQa = WI OUC7p f� Z W n w 0 q 3LLoo ln-n J J O oa`e a c •a d LL awF LU ir rn w � U ,L o'= U N 11t0�'flN3SQ3'MMM WOW F a to 2 O fr a w d m z z w 0 z oyy�4 V5 ,BRANDYWINE 4q1 s 2 W CD 50ft SERIES 4259 MODELLO z N 0 LU no a LU ci Lo LU SILVERADO�0405�4259�A�LEFT Q z M Lo Q >- o K z o LU z z REVISIONS REVISIONS DRAWING INDEX W J W m REV. # DATE DESCRIPTION REV. # DATE DESCRIPTION PAGE DESCRIPTION PAGE DESCRIPTION PAGE DESCRIPTION W 9 01-27-15 WALL LEGEND CHANGED INT NON CO COVER o 1 . 6-24-10 VALUE ENGINEERING S1M FOUNDATION PLAN ELEVATION J BEARING PARTITIONS FROM 25 GA MTL 1 A FIRST FLOOR ELEVATION A S2.1A FLOOR FRAMING AND LOWER ROOF PLAN o STUDS TO 2X4 WD STUDS 2 06-07-12 MASTER REVISIONS 2 A SECOND FLOOR ELEVATON A S3.1A UPPER ROOF FRAMING PLAN W 16" D. CLOSET SHELVING AND 3A EXTERIOR ELEVATIONS ELEV. A S4.1 LINTEL & COMPONENT DESIGN RESSURE PLAN ELECTRICAL REVISIONS 10 06-01-15 2014 CODE CHANGE 3A_1 EXTERIOR ELEVATIONS ELEV. A D1 DETAILS W W 4A ROOF PLAN ELEVATION A D2 DETAILS 3 MASTER REVS- REMOVED FROM T-0" TO T-2° 08-29-12 11 07-09-15 CHANGED 2ND FLOOR WINDOW HDR. HT. 5 STAIR SECTION / INTERIOR ELEVATIONS D3 DETAILS RECESS IN BATH 4. MOVED BEDROOM 6 WALL 4" INTO UPDATE &CHANGE SHOWER PAN SIZES PER 6 FRONT ENTRY SECTIONS LU BEDROOM. MOVED A/C UNITS 12 04-27-16 SHAWN REED 04-22-16 E1 1st FLOORFLOOR ELECTRICAL PLAN SN STRUCTURAL NOTES TO REAR E2 2nd FLOORFLOOR ELECTRICAL PLAN SN1 STRUCTURAL NOTES 13 07-11-16 7-1-16 CODE UPDATES (FIRE W RATED SOFFITS) WP1 FLASHING DETAILS S3 STRUCTURAL DETAILS o STRUCTURAL STRAPPING ADDED STAIR DETAIL PER WP2 FLASHING DETAILS S4 STRUCTURAL DETAILS 4 11-27-13 14 08-11-16 FIELD REVISIONS SHT S3.1 BC MARK KIPP 07-29-16 S5 STRUCTURAL DETAILS 0 S6 STRUCTURAL DETAILS W 5 02-06-14 ADDED ELEVATIONS J & K title: ST STRUCTURAL DETAILS N SS STRUCTURAL DETAILS COVER SHEET 6 04-17-14 ADDED ELEVATIONS G Z 0 S y 7 10-06-14 -AC/CHASE ADDED AT MASTER Z BED WIC. project no. 2017407 checked: AB/EC -7/DT3 BALCONY DETAIL WAS REVISED. drawn: m -TRANSOMS AT ENTRY DOORS date: 07-06-17 ELEVS 'F" AND "G" WERE cv scale: AS SHOWN ELIMINATED. i g 10-27-14 CMU HEIGHT AT COVERED 0 LANAI SIDE WALLS CHANGE FROM 9'-4" TO 10'-8" } 9 08-01-16 ADDED STAIR DETAIL PER C 0 MARK KIPP 07-29-16 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. �- ■ .� siusr� �FAULI1 uw u u1: w u K�UYv 0 0 6'-8" O Ft;RFGG 24'-6" 17'-10" AC #2 HB 50'-0" 14'-9" 13'-5" POT (1F FI AT G(1FFIT to FV-"' 10'-9" ,—BOT. OF FLAT / SOFFIT @ 8'4' e `LINE OF BEAM ABV. W HOWE W U_ 48" X 36" SHOWER PAN r `n O N 5 5 mQ 5' 7 a C.? rr rr I` BEDROOM #6 3'-0" Z-8 1 /2" 3r- COVERED LANAI m 9'-4" CLG. BATH 4 9'-4" CLG. p A O 9'-4" CLG. w z NO 2'-5" 9'-2" 2'-5J =LLLLLLL UPLIFT Q 7lov ell S4 is V-10" 2'-0" LO ` i / GG ARCH 2'-10" 3'-0" 2'-8" 10 BREAKFAST 4S3/ S3 OLD FRAMING 3/4" 9'-4" CLG. GG OUT FROM BLOCK OA S3 5 WALL TO ACCOM. S3 FURRING ON to W STUDS BLOCK WALL J S6 @ 12" O.C. 20'-2" "2'-7 1/2" LOW WALL 5'-6" TYP @ 2 STRY FAMILY j LOW WALL / s 6 GG 5 2'-0" -n 5r" )-, S3 CPT. T ClQ V ABINET RANGE W/ I ° o o F- — KITCHEN � HOOD ABOV. 0 ° Y O z 94" CLG. OPT. MICRO. REFER TO LO FRAMING DIM$. ON STUD PACIA°S — — m 1 1 N GG I I DW 5 1 c> N ,' II 5 1 S3 14'-4" 4" 5'-4" 8'-4" f �� 7'-5" 2'-3" V-2 1/2" 2'-4" '-1 11 /2" NOM. LINEN NO c 3 CAR TANDEM GARAGE wH UPLIFT Q cr, F-�- L - - -- - s- "---- ---� 4 ---- -- N NO S4 REF. PANTRY QpT— — — — 0 0 9'-4" CLG. UPLIFT Q P// i--- ----------; 5 SH LO ti 7rr 2 REFER TO FRAMING `' UP AT 4" DEEP NICHE X 24" WIDE CENTER ON STAIRCASE PLANS FOR STRAPPING LAUNDRY co INFO 9'-4" CLG. Zo O 2 3 SHELF 60" A.F.F. �D Y a 36" HIGH HANDRAIL 11W i T.-a 1 OPT. � OPT. I— N 5 o N GG ----- M cn 6 _ 'v 0 O _ 0 s3 7 DINING 9'-4" CLG. A m N STUDS DRYER HANSON GG 8 0 �!: Cl) N VENT BOX o m S3 " I— 1 ^r-pn U — � V � Q c Y � n o U 8 r- a 10 0 1 /2 10 3'-5" ti 0.7 = 14'-10 1 /2" " imp Q �a NOM. 11-- OLLNO 1 N I 12 UPLIFT TYP cab a0 � I 5 D2 — 13 STO. Q S4 SINGLE STRY s4 N N I v LIBRARY ' 14 — RCH ARCH_ _ _ARCH _ -C3- N r 9'4" CLG. 16 HB �� �� 17 3" 3'-0" 8" 4'-10" 8'. 4'-10" 4" //� O OHOLD FRAMING 3/4" D OUT FROM BLOCK 0 NO S3 WALL TO ACCOM. S4 UPLIFT 0 r FURRING ON BLOCK WALL 7 U N LIVING �._. 9'4' CLG. _._..._ . A O II A O / FOYER W ~ iv I 9'-4" CLG. i0 D j HB r ' II ; I I PT. 36" HIGH 1 HANDRAIL O 1 A O = 0 z T-O" 16'-0" 2'-4" 1 1 5'-2" 5'-2" 1'-6" 1 1 11'-3" 6'-7" U z o a. a� _ � i\1 0- F- o 294' 10'-4" I 0 19'-4" Q .01 I ~ZZ U_ O 8"X8" CMU COL. m — — DASHED LINE INDICATES COVERED PORCH 1 �� � o BEARING TOP OF COL @ BOT. OF SOFFIT 8'-0" TYP. 9'-4" CLG. LL 8'4"W/(1)#5'SVERT. --�---------- ------- 00 TYP OF 3 STEP 20'-0" D1 SIM 1st FLOOR PLAN ELEVATION "AII 1 /4'r = 1'-0" I 8rr 6" I 8'-1 1/2" 50'-0" 6" , 8" 6" 5'-2 1/2" 6" A 6 6" t° 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 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. 0 DOOR SCHEDULE MARK WIDTH HEIGHT THICKNESS COMMENTS 1 V-0" 6'-8" 1 3/4" SOLID ENTRY w/ 12" SIDE LITE-TEMPERED 2 2'4' 6'4' 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR 3 (2) 2'-6" 6'-8" 1 1/2" H.C. INTERIOR 4 2'4' 6'-8" 11/2" H.C. INTERIOR 5 2'4" 6'-8" 11/2" H.C. INTERIOR 6 2'4' 6'4' 11/2" H.C. INTERIOR 7 T-0" V-8" NOM. BI-FOLD 8 16'-0" T-0" -_ OVERHEAD GARAGE DOOR 9 74" 6'-8" 11/2" H.C. INTERIOR 10 9'-0" 8'-0" ----- SLIDING GLASS DOOR -TEMPERED 11 4'4' 6'-8" NOM. BI-FOLD 12 2'-8" 64" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2) Z-6" 6'-8" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 14 Z-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" 8'4" 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 D 3040 SH 36 1/4" x 481/4" 7'-2" 1 E 24 SH 36 1/4" x 59' 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 REVIEWALL 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. GENERALNOTES 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 WALLAS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a. WOOD FRAMING: L 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 EASTERNERS, 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. W 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 LOGKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. 8. WINDOW & DOORS: a. MISCELLANEOUS: L 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 PT. 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 k INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. a viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE (+/) C TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN S LABEL. b. INSTALLATION: L 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 94'. c 2. SECOND FLOOR PER PLAN. c. ASSEMBLIES: L L WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 c ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Ya"x 3" TAPCONS, 6" FROM EDGES AND 5 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. c iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION a OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. ° iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. o 0 d. TESTING: u°o L EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA L Li 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101A.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 3 3 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. o 9. INSULATION: u a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. n b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE a SHALL RECEIVE R-30 BATT INSULATION. ° c 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: L WINDOW FRAMES ii. EXTERIOR DOOR FRAMES M. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS. C c 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 2nd FLR. LIVING 1,912 SQ. 2,347 SQ. FT. FT. TOTAL LIVING PORCH COVERED LANAI REAR BALCONY GARAGE 41259 SQ. 177 SQ. 167 SQ. 166 SQ. 722 SQ. FT. FT. FT. FT. FT. TOTAL 5,491 SQ. FT. cV 00 N V CO M M _o LL 0 LL 11 C) 1i ~ 0 L X .2 � D 0 cc W w� 2 Q `<l���� ♦.< ry o r-4 `,V�, mz� c� 4" �N -b 0 , i} co 00, Z� el t - p C.7 JIx COR Q� .. a ��a<< • 0: W F W 2, r � IL fr Z ZV2vic,5 p 7 � � 6 — paq o fraw g 2F Z AMU - W d --wkn Q 0 In WLU w�UEr ❑ ~ V N WOO'ON3SQ3'MMM LL W J CD Q Q1 N� V � W CN L , O O Z Cl 1 O Z W Z J m W U) title: 1st FLOOR PLAN Z project no. 2017407 UJ checked: AB/EC m drawn: In I date: 07-06-17 N 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. € r rl!1!! 19 !4' T!nNl! "B rr g 19�1tn — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — J 0 ON C EGRESS V-2" 24'-6" 14'4' 24'-2" N MASTER BEDROOM 0 8'-0" CLG. zo O 13'4" Le 5'-0" 1 R/1 SHLF — — — �— -----� I W.I.C. I J zo zo S6 TYP @ 2 STRY W 5o ALL SHOWER GLASS TO BE a TEMPERED 6 O N 2'-4" Qso 50'-0" 14'-9" 5'-0" 14'-5" IN. (3) 2X4 #2 SPF COLUMNS @ BEAM 4x4 #2 SYP P.T. BEARING POST W/ PAU44 @ BASE DG7'-011 7'-0" 10 in W W ❑(�G) W W ~ N - Q 13 o 5'-3 1/2" 1 14'-2 1/2" MEDIA/BONUS ROOM q zo 8'-0" CLG. 10'-9" 4"< OF COL. J O U W O v G EGRESS 5'-9" --MIN. (3) 2X4 #2 SPF COLUMNS @ BEAM BEARING BEDROOM #5 0 8'-0" CLG. 9 ih 3' 6" T-8" y O CLOSET 1 L SHLF 04 J inTUB �O M I CO N 4-4- ?:O 2' (:�60" x 48° BATH 3 SHOWER c 4:9- I'1 U I 8'-0" CLG. WC PAN in in 15 101, 3' O � 14'-8" 11 HO Q 3 h� N 5 5 V-101/2" T-81/2" 3'-11" V-10" 0 6'-6" o Oill N TEMPERED MASTERBAT 4 '', s ,. �J m GLASS SHOWER�y, ON 42' HT. LOW (0in 8'-0" LG. LAV WALL LAV 4 SHLVS 10,, MIN 22 1/2 X 5 36 ATTIC N O ACCESS � _ 6 �O I 2'-2" 12 12 7---� 4'-4 1/2" 3'-4" 9'-91 T TUB ;n 6 = W.I.C. = N u, I BEDROOM #4 O LAV WC a O — O U AH #1 U# L--- J r V-0" CLG. iv TEMP L — — — — — J O 1 R/1 SHLF U r 1 R/1 SHLF 4 I I o, O--------- -- 5 42"H.WOOD HALF 22 E CLOSET N WALL w/ OSB BACKING TEMP D1 7 I 11 D2 11 9 7 SIM. W/ 10 BEAM 11 CLOSET I > i 12 4 = ❑ 1 R/1 SHLF CO 5 ° BEDROOM #2 14 1 R/1 SHLF — — ? D2 8'-0" CLG. I I EO 15 �y N 16 DN17 \// - n 6 1- N rn i- " - 10'8 311/2n M 3-81/2 29 8i9n LAV O 6 O O - 8"5'-8" 12'-0" N O EGRESS 12 5 c BATH 2 s O 8" 8'-0" GLG. BEDROOM #3 _ 8'-0" CLG. TUB C° 1� s Iq,l 'J si h! EGRESS 2'-11" 17'-5" 1 5'-2" 5'-2" 12'-9"' 6'-7" .01 20'4" 10'-4" i i 19'-4" 50'-0" 2nd FLOOR PLAN 1 /4" = 1'-0" 4" J S6 TYP @ 2 STRY TEMP. (DEGRESS 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 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. 0 WATER HEATER: N O o LO W) 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 T-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" V-8" NOM. BI-FOLD 8 1614" T-U' ----- OVERHEAD GARAGE DOOR 0 9 74' 6'-8" 11/2" H.C. INTERIOR r 10 9'-0" 8'-Y, - --- SLIDING GLASS DOOR -TEMPERED N 11 4'4" 6'-8" NOM. BI-FOLD 12 2'-8" 6'-8" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2) 2'-6" 614" 1 314" FRENCH DOOR SINGLE LITE -TEMPERED 14 2'-6" 6'-8" 1 314" FRENCH DOOR SINGLE LITE -TEMPERED 15 (2) 2'-0" 6'-8" 1121, H.C. INTERIOR POCKET DOOR O WINDOW SCHEDULE FIRST FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS A 35 SH 53 7/8" x 63" 8'4" 1 B (2) 25SH 75 1/2""X63" 814" 1 SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS C 25 SH 36 1/4" x 62 1/4" 7'-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 REVIEWALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF 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 MAYBE+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 c@ 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 )12" 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 72" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE v," 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. W' 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: L WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. H. 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. A. 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. vm. 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 LABEL. b. INSTALLATION: L 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". 2. SECOND FLOOR PER PLAN. c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM T02014 FBRC CHAPTER 6, SECTION 612 I!. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND 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. d. TESTING L EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA 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 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: L 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 2nd FLR. LIVING 1,912 SQ. 2,347 SQ. FT. FT. TOTAL LIVING PORCH COVERED LANAI REAR BALCONY GARAGE 41259 SQ. 177 SQ. 167 SQ. 166 SQ. 722 SQ. FT. FT. FT. FT. FT. TOTAL 5,491 SQ. FT. � ti O d' o "L-.'NcpN 0 COMOcm, t/� �JCOM 0 U_ O ti �y j a Q X 'N CD o � x Q " T—co zw� "eO a �vvLU • •J y Q Z 'W ��••r��-Fri t^ ` ea em s" � 7�+7�CccCVpVpVA � 00 QNW= awry zoor �Q 4 t4. TJ Z G U Z22 El Z iro �W �zo OFE ®®eo w� wg�`E Z��a;p flftt� cr ZQ GNU �N W o LU WF 0P4 U El 1E_M U C' N I100'flN3SQ3'MMM I— LL W J Q I N .4t 00 � W N Q 44- 1 I1/ Lo 0 Z Q 1 O Z W Z < 0 J W co W rJJ VJ Ul w it title: W 2nd FLOOR PLAN z 2 project no. 2017407 Z W checked: AB/EC drawn: a date: 07-06-17 N scale: AS SHOWN 0 . F CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. I IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR 0 CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & IY FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. O NO EXCEPTIONS. U 2A 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 L— — — — — — — — — — — — — — — J ARCHITECTURAL SHINGLES 6" BANDING AT EAVE OIL 19'-4 7/8" HEEL HGT. 18'-8 7/&' — BRG. HGT. — 17'-10 3/4" — WDW. HGT. OIL 10'-8 3/4" 2nd FLR OIL— BRG. HGT. OIL 8'-0" WDW.. HGT. 6" BANDING AT EAVE TEXTURED CEMENT PLASTER FINISH 0'-0" - FIN. FLR. 12 6 FRONT- ELEVATION 1 /4" = 1'-0" HANDRAIL 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 R905.2.6AND 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 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, 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, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) SHALL INCLUDE A WATER -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 SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN iv SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE 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 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 Window sills. 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. Operable sections of windows shall not permit openings that CEMENT PLASTER allow passage of a 4 inch (102 mm) diameter sphere where such openings are located within FINISH 24 inches (610 mm) of the finished floor. ARCHITECTURAL SHINGLES 18'-4 3/4" BRG. HGT. @ PORCH RAILINGS SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE 9'-4" CMU BRG. HGT. @ PORCH TEXTURED CEMENT PLASTER FINISH 8/8 LITES AT 4' WIDE WINDOWS 6/6 LITES AT 3' WIDE WINDOWS FRONTS WINDOWS AND SIDE WINDOWS THAT OCUPPY THE SAME INTERIOR 1 SPACE TO RECIEVE MULLIONS. 1 1 1 1 3" PAST WINDOW OPNG 1 1 TYP. 1 iHDR. BANDING AT FIRST FLOOR ONLY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SMOOTH BANDING A WINDOW DETAIL. 1 /2" = 1'-0" DISCLAIMER �i oOt E j} U NCDN CA M a) 'M t+iV.1 • CA �LLL�0 ~O ^ rn C '~ OL X 'tn C:) ca 45 CD t6 .z M . Z i � UJ �❑ oc650 t� a00 � ILU J J� z �/ i'IE(I� Q Z � an C11 /� W 0 \� W 4a p W U ¢';D w r b # Q O U rZ W W O w � U ❑ W 0 O�'> U � N 3YOD'DN3SQ3'MMM � aw u 14" X LENGTH OF WINDOW LOUVER SHUTTER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEWALL 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- U_ W J 1 LO Q N W N Q � 1 — Lo O Q O Z Q 1 O Z W Z Q 0 J � � W J U) title: ELEVATIONS Z project no. o checked: m drawn: date: Ni Scale: I 0 } a 0 2017407 AB/EC 07-06-17 AS SHOWN 3A 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 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. 12 6 1 x 12 TRIM 10'-8 3/4" BOARD 2nd FLR 9'-4" BRG. HGT. WDW.. HGT. 0'-0" FIN. FLR. ARCHITECTURAL SHINGLES TEXTURED CEMENT PLASTER FINISH TEXTURED CEMENT PLASTER FINISH REAR ELEVATION 1 /411 = 1'-01 ' 12 6�/ LEFT ELEVATION 1 /4" = 1'-0" 12 6 I/ SLOPE GRADE SO THAT THE FOUNDATION OF BUILDING IS MAX. 8" ABV. GRADE @ REAR 12 `3 nft.— — ROOF CRITERIA 12" OVERHANG U.N.O. / PLUMB CUT FASCIA / ROOF PITCH PER ELEVATION /SHINGLES U.N.O. ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. STEP FLASHING SHALL BE USED ON ALL ROOF TO WALL INTERSECTIONS ON RAKES. ATTENTION CONTRACTORS ALL PENETRATIONS THROUGH ROOF ARE TO BE LOCATED ON REAR OR IF NECESSARY ON THE SIDE OF THE ROOF BEHIND THE FRONT FACADE ZONE. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6AND R905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.2.7. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXTERIOR PLASTER R703.6 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. R703.6.1 LATHE. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2-INCH-LONG (38 MM), 11 GAGE NAILS HAVING A 7116-INCH (11.1 MM) HEAD, OR 7/8-INCHLONG (22.2 MM), 16 GAGE STAPLES, SPACED AT NO MORE THAN 6 INCHES (152 MM), OR AS OTHERWISE APPROVED. R703.6.2 PLASTER. PLASTERING WITH PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702.1(1). ON WOOD -FRAME CONSTRUCTION WITH AN ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR PLASTER SHALL BE APPLIED TO COVER, BUT NOT EXTEND BELOW, LATH, PAPER AND SCREED. THE PROPORTION OF AGGREGATE TO CEMENTITIOUS MATERIALS SHALL BE AS SET FORTH IN TABLE R702.1(3). R703.6.2.1 WEEP SCREEDS. A MINIMUM 0.019-INCH (0.5 MM) (NO.26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31/2 INCHES (89 MM) SHALL BE AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4INCHES (102 MM) ABOVE THE 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/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, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) SHALL INCLUDE A WATER -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 SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE 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 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 Window sills. 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 the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in 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. 19'-4 7/8" HEEL HGT. 18'-8 7/8" BRG. HGT. 17'-10 3/4' WDW. HGT. 1 U-8 3/4" 2nd FLR \ 9'-4" \ BRG. HGT. s'-o° PORCH BRG. HGT. OPT. DECORATIVE HANDRAIL 0'-0" FIN. FLR. 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 E It 0 .F N QO N V O 00 00 • _J ~ O N 'O x CD 55 i F. ❑ � �-- OWN gw�jX CD iaLEM 7i w3 y(d� � ��J ❑ U m f•*a oa �d Q ❑02in UJZOF U Z El ib OUwao z �ga cc�--°oftr FESS8 N oZg n Z°�71-1 ^i `flll$i€It �¢Cc, � Z >Mdrq Ir O r r -o ai I•s." Q 4t., o UJ �Ow Uw `� U ❑ 0T1 U F N Y1IO�DN3SQ3'MMM LL W J 0) �LO N � N Q W V �- - � O Q o Z ' Z z O W 0 J 9 Q m � W W title: ELEVATIONS project no. 2017407 checked: AB/EC drawn: date: 07-06-17 scale: AS SHOWN 3A�l 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 ROOF PLAN ELEVATION "A" 1/4 a = 1'—ON 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. CV 00 CN U C40 C OM M o N N J"o.� Rotc L ~ 'Cl x da = tU 4 .� tiJ 4.0 Q jE z LU o ao� •� a U � in a� Zz2 R7 Qw O w8 y, ry v W VZO� OQ FQF,,�� ❑ LLL 0 O Yama�Z �� W•......••'� wzg-' Cz %FESSb z if o �Z8lt6itlll�� w~"woOW U iL w❑ U R N WOO.OKASCA & A& J LL W J Q � Q N IRT LO W N Q 1- Z � - L0 o Q >- o Z 0 ' O Z W Z J m W J U) title: ROOF PLAN project no. 2017407 checked: AB/EC drawn: date: 07-06-17 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. J OPT. REF. �. 0 OKITCHEN N 0 O Co M 6 KITCHEN FIRST FLOOR INTERIOR ELE HOOD w/OPT MIRCO 2 KITCHEN 9'-4" AFF CLG HT 11 _ 11 Q 1/4 - 1 -0 KITCHEN 1 /4" — 1'-0" OBATH #4 NATIONS 9'-4" AFF CLG HT p1L1l11 MI ll�l °e= IN e F M_ I 1/4" = 1'-0" 1 /411 — 1'-0" 1 /4" = 1'-0" KITCHEN ALL ARI $ 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 11/4 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). 1/4" = 1'-0" ,RCH 1 /4" — 1'-0" DISCLAIMER SECOND FLOOR INTERIOR ELEVATIONS 9 MASTER BATH OIL 8'-0" AFF CLG HT 11 BATH #3 8'-0" AFF CLG HT 1 /411 0000. max. I 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" A 10 MASTER BATH 8'-O" AFF CLG HT 12 BATH #2 REFER TO STRUCTURAL SHEET #ST FOR STAIR CONSTRUCTION DETAILS ao 1 /4" — 1'-0" L ti w 0fl- CD Q E -'Nco" V V� CN�NO �Jpppp'd s� O ti � ff 2 tint vM o c 0-0) � 0 O' _19 low I �¢ z a * 0 � E L e 1 1 0l MQa �ZIESS�°�� Z�� W 0 M 6({{{i1���� r w LP 0 Q Z)�� w ` U ❑ U � N I10�'ON3SQ3'MMM LL UJ J Qi Q � N d- O Ln LU CN Q Z q- Lo O Q O Z O Z UJ Z Q J W m W J title: re it 0 INTERIOR ELEVATIONS 0 Z project no. 2017407 W checked: AB/EC p co drawn: LO date: 07-06-17 N I scale: AS SHOWN z a 5 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 I A 0 I I I L 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 6 FOR STRAPPING REFER HEEL HGT. TO ROOF FRAMING PLAN. 18'-8 7/8.... - 2ND FLOOR BRG HGT. � �-0.1 10'-8 3/4" 2ND FLOOR 9'-4" \` BRG. HGT. ( 1 9'-011 1 PLATE HGT. 1 8'-0° TOP OF CMU COL. *F'IN. -0° FLOOR S6 REFER TO - JJ/SA FOR STEM WALL 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. DBL 2X W/ 1/2" PLYWOOD SPACER 12 _3 LINE OF BEAM BEYOND INFILL FRAMING TO — WIDTH OF 8"X8" COL. BELOW. REFER TO DOOR SCHED FOR FRONT DOOR 6.-4.. WALL TO CENTER OF COL s^ 8"X8" CM COL. WITH TEXTURED CEMENT PLASTER FINISH REFER TO ELEVATIONS REFER TO DETAIL THIS SHEET " BANDING 10" I h (V GRADE REFER TO FOUNDATION PLAN AND DETAILS (--A---� ENTRY SECTION ELEVATION "A"j yr=r-o• SMOOTH TEXTURED CEMENT PLASTER FINISH QJ Q J Q z O P: a. O n fV TEXTURED CEMENT PLASTER FINISH 16" SMOOTH BANDING 4" SMOOTH BANDING ABOVE DOOR SMOOTH TEXTURED CEMENT PLASTER FINISH AT COLUMNS FINISH FLOOR TYP. AT TOP BANDING SMOOTH BANDING 0 z Zo 00 LL O 2 O F- 0 co .o Wa A � 8 �3 - LU Z wo°z z Z2z 7009 N epnZ ON H ,QOi� WN LU M ` W Y'm-�z s W Y� m LU z6dad O a WWo00 z LLIZg-= z���oLU I W J 3z,Sv= W d�ULLI w oFjUNWOO DN3SQd'M LL W J O� Q� Q 1- CL N 'I- O W N Q Z � LO ago Z Q 1 O Z W Z 0 J 9Q W W W U) title: FRONT ENTRY SECTION ENTRY DETAIL ELEVATION "A" z project no 6 1/2" =1'-0" o checked: m drawn: date: DISCLAIMER N I scale: 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. F I } a 0 2017407 AB/EC 07-06-17 AS SHOWN [I$ The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such, Y"^"I GFI ._. u_ N �I 1 �-i GFI H FI RECEPT. FOR \ IRRIGATION. 3 CAR TANDEM GARAGE \ 9'-4" CLG. METER PRE -WIRE \\ W ONLY 4FT. / I_.. ELECTRICIAN TO VERIFY LIGHT LOCATION I- WITH GARAGE DOOR OPEN POSITION. m BEFORE INSTALLING. `A i I R GARAGE DOOR, RECEPTACLE AND 1 OVERHEAD LIGHTS TO BE GFCI PROTECTED I I T. BREAKFAST I 9'-4" CLG. 3 i\ GFI PREWIREP GFI +39' ONLY // FAMILY � +39 9'-4" CLG. I GFI / i $ +3911 / I GF GFI$ li GARBAGE a� D , - - DISPOSAL ii"GFI WH GFI (9= +42" J CHIMES LAUNDRY 9'-4" CLG. 220V _ __ _r F4- � ��_F � GFI Q+42„ SWITCH TO LGHT. ABV /" _ ............... PREWARE� ONLY P\_ l LIBRARY O 9'-4" CLG. �^ C 7PH O W€ I I 0 GFI KITCHEN 9'41 CLG. I _. H I $ l I PENDANT! NT! t LIGHT \ � IGFI 1 �p REFRFG. -if _._.. GFI I f 3 l DINING Q \ 9'-4" CLG. . ACLG. MOUNTED UNDER STAIRS 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 200A INDOOR PANEL CENTER LIVING I METER 9'-4" CLG. MAIN AL O ...... ,. .. t ..,.....-,..a._._.d �...m._. .a�.„ �i z " - — 200 amp 150 amp FOYER _ Disconnect WP \ 9'-4" CLG. a GFI € l `...E� POWER CO. FEED LIJ DB COVERED PORCH I I€ 9'-4" CLG. ro) � I �I ELECTRICAL FIRST PLAN ELEVATION "A" #15 copper to lights & outlets #12 copper to 20 amp dds #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 REVIEWALL 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 wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET >� HALF -SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 22oV 220 VOLT OUTLET I DISPOSAL WALL SWITCH $3 THREE-WAY SWITCH $¢ FOUR-WAY SWITCH $D DIMMER SWITCH @M MOTION DETECTOR SWITCH (OPTIONAL) sP PRE -WIRED SPEAKER 0 RECESSED LIGHT FIXTURE OvP RECESSED LIGHT FIXTURE- VAPOR PROOF OLED LED LIGHT FIXTURE *0 MONO POINT TRACK HEAD (OPTIONAL) PENDANT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WALL MOUNTED STRIP LIGHT UNDERCABINET LIGHTING (OPTIONAL) WALL SCONCE 4 EXHAUST FAN EXHAUST FAN & LIGHT COMBO OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL) CHIMES �•� CHIMES 4 PUSHBUTTON SWITCH O CARBON MONOXIDEISMOKE DETECTOR TELEPHONE OUTLET PREWIRE T TELEVISION OUTLET PREWIRE THERMOSTAT [� ELECTRIC METER 0 ELECTRIC PANEL DISCONNECT SWITCH SECURITYSYSTEM KEYPAD xPRE -WIRE FOR CEILING FAN xFAN/LIGHT COMBO SECURITY/FLOOD LIGHTS GAS METER JB JUNCTION BOX V�o o 00 N N U �CV) Cna7 O_ CO 00 ® ?' r~ n = �4t c tio-r-xIm n cu CD co w l �$ e,:mI z❑ ", W w3az z a ❑LLI a Zcr F 01 Q IY:N ❑ Q wz c00 a t w W6ZZ oo ❑ r 0E5q w 0u,9� a =o �¢ VS c �yma z p op,d P; N z Z LLW M -NO T C9Zo� Zz o > w��n� (�� �r.� 0 �PoW W � O ❑ LC �wry H U S m d U n a Q m N Z° IICC O tt� QQU w C F=u ❑ OfU � N I10D'DN3SQd'Mh1M I— LL W VI Q N 0) W CN Z 1 LO 0 Q o Z 0 O Z W Z Q 0 J � � W V V title: W 1 st FLOOR CK ELECTRICAL PLAN Z project no. 2017407 LU checked: AB/EC drawn: date: 07-06-17 N scale: AS SHOWN 0 H I U } 0 El0 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 s L— — — — — — — — — — — — — — — J 2nd FLOOR ELECTRICAL PLAN 1 /4" = 11 -0" NFPA 70 ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6OF 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 Disconnect 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, & CAN 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 wF WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET Id DISPOSAL WALL SWITCH s THREE-WAY SWITCH $4 FOUR-WAY SWITCH DIMMER SWITCH OM MOTION DETECTOR SWITCH (OPTIONAL) sP PRE -WIRED SPEAKER DO RECESSED LIGHT FIXTURE DO VF RECESSED LIGHT FIXTURE - VAPOR PROOF OO LEo 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) WALL SCONCE O EXHAUST FAN EXHAUST FAN & LIGHT COMBO OUTLET FOR GARAGE DOOR OPENER SOFFIT OUTLET (OPTIONAL) CHIMES r•� CHIMES 4 PUSHBUTTON SWITCH O CARBON MONOXIDE/SMOKE DETECTOR TELEPHONE OUTLET PREWIRE T TELEVISION OUTLET PREWIRE 4 THERMOSTAT L� ELECTRIC METER 0 ELECTRIC PANEL DISCONNECT SWITCH EZEZ SECURITYSYSTEM KEYPAD >)e� PRE -WIRE FOR CEILING FAN xFAN/LIGHT COMBO vSECURITY/FLOOD LIGHTS GAS METER JB JUNCTION BOX tio E �N ti - O O N00N V CN a7 .r O sXr�yj >�o� C tit C Q X cc 0 R z sa is.r '•` w a r W z 2 LU z W °°a O aOt `^ ono�i~ Zox AGO �m� O 0Ul— EW El LL Z� om ZZo - a N �z WPO cop z UJ 5 � zIn o uj W GIN :pN mow W Q�L) C'� b� LiP�F- Q I ��LLO 4e04 Uri o N 1LI ❑ U N N[O�'tJNHSQ� MMdA w �d z W z z z LL o W w J F _ 0 U3 z w i U O W W w x z z U F_ r- w W x 0 w x 0 0 x z r a U N 5, title: w 2nd FLOOR z ELECTRICAL PLAN S Z project no. 2017407 W checked: AB/EC 0 drawn: Ln I date: 07-06-17 N scale: AS SHOWN 2 } 01 E20 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. r � L J 509 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. 12 PITCH AS PER ELEV. HURRICANE STRAP PER ROOF FRAMING PLAN BRG. HGT. ,I ALUM. DRIP EDGE -- 2x6. FASCIA VENTED ALUM. SOFFIT SHEATHING & EXTERIOR FINISH WINDOW FLASHING AS REQ'D lx4 WINDOW TRIM DBL.HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL N.T.S. OPTION - A FLASHING WOODEN SHIM SILL PLATE SEE NOTE #2 WALL SHEATHIN G G 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 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 -71 WEATHER RESISTIVE BARRIER SLOPE s t� FLASHING FORMED CAP HOUSE WRAP WIRE LATHE CEMENT PLASTER FINISH CAP @LOW WALL N.T.S. EXTERIOR SHEATHING WALL COVERING FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING RESISTIVE BARRIER& EXTERIOR WALLS SHALL PROVIDE THE BUILIDNG WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL �Fs�s 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 R7O3.2 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 WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER SILL PLATE F.PV. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 (SEE DETAIL B FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 2 FOR OPTIONS) � 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 CORNER PATCH 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 O 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 FLASHING 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 NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF (MIN. 6" WIDE) 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: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND OR FLASHING DETAIL 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 CEMENT FOLD UP WEATHER PLASTER FINISH RESISTIVE BARRIER & TEMPORARILY SECURE WIRE LATHE HOUSE WRAP - TO OVERLAP FLASHING EXTERIOR SHEATHING SILL PLATE WALL PER PLAN 6" RUN KICKOUT FLASHING 6' PAST EDGE OF ROOF TYPICAL ROOF TO WALL FLASHING DETAIL 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. PLAN VIEW I N.T.S. 0 u wFgTyF _ R HOUSE WRAP - WI RE LATHE - DO NOT FLASH CEMENT OVER BOTTOM PLASTER FINISH NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL N.T.S. (ASSEMBLED WINDOW) x 2 z O z G) FLASHING FLASHING 3-HEAD SLOPE `L 1-SILL FLASHING SHIM TO PROVIDE SLOPE HOUSE WRAP WIRE LATHE CEMENT PLASTER FINISH 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. -FOLD UP WEATHER 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. BARRIER AND 4-�oo N coN N 00 3 �L.LCo � O N C O QXo C co 3 E 3 a � AA g ar=-o CT, a av0 wCTz Za Wes' � f Z F bD� O OmN "kv� oa WZo= tt ❑ �ZO Nyma w��J pO\Q pW„' o� O N O � go zgA��Zov�° aLy O 0 W � o= Z W 0P�� v ai Q a L U LU W a, U ❑ o�73 U ° � N N[O�'JPE3SQ3'A1MAA LL W J Q1 LO Q (N 0) Nr LO W N Z 1 LO � � o Q � o z O z z o W Q J �M W VJ LU SECURE 5. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME > title: CONSTRUCTION. W FLASHING DETAILS CJ z WEATHER BARRIER 6. AT WALL AND ROOF INTERSECTIONS. o project no. 2017407 7. AT BUILT-IN GUTTERS. FLASHING @ WALL OPENING N.T.S. W checked: AB/EC 0 drawn: r date: 07-06-17 N scale: AS NOTED 0 z IL WP1 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. L J EXTERIOR SHEATHING REFER TO TECHNICAL - LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHI DO NOT FLASH OVER BOTTOM NAILING FLANGE — SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISTIVE BARRIER '❑❑D FRAME CONSTR. ELF -ADHERED FLASH Y LAPPING D❑WNW VER RIM J❑IST AND 'ALL BY 6 IN. ;EAL TOPS OF J❑IS INDER DECKING SEE DETAIL WP07) /�D❑❑R ROUGH OPENING - 3/4'-1' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6'. USE LIQUID NAIL BRAN OR EQUAL WEATHER PROF CAULKIN SELF -ADHERED FLASHING SUBFLLOOR RIM J❑IST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4'-1' BEAD OF C❑NSTR, ADHESIVE TO BE APPLIED U THRESHOLD OF DOOR AND RETURN UP JAMB 6', USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SELF -ADHERED FLASHING--- v NAILING FLANGE .y SEAL TOPS OF J❑I UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WIND❑W UNIT SLOPE 0.3 in ; 12,0 in (0,6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERI❑R CEMT, FIN. BUILDING PAPER ATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHAL INSTALL SELF -ADHERED NEEDED IN CORNERS THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD FLASHING ADHESIVE FLASHING, SEE SELF -ADHERED FLASHI FLANGED WINDOW (SEE DETAIL WPOD SCORED RELEASE PAPER SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6' RELEASE PAPER TO EXPO; ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING INSIDE CORNER FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL WALL SHEATHING ---- ---- -- -- - --_ --------------— - -. -- --- -- ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING GALV. MTL. 'L' CRICKETAS % ! TEXTURED, PAINTED ASPHALT BASED FLASHING SPECIFIED ROOF CRICKET: EXTER. WALL FINISH --�.-' ; SEALANT APPLIED iv �- BY PLAN MIN: 3:12 SLOPE (REQUIRED AT j 6 X 1811 H GALV. i BEHIND FLASHING Z ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL 1 FLASHINGCON z — AND EXTENDING A 6' z tiiiHs" LOCATIONS) AT ENTRY PLASTER STOP Q MINIMUM OF 6 ABOVE VERTICAL RISE OF ROOF SHINGLES FLASHING AT KNEEWALL DIVERTER 6" X 18" H GALV. FLASHING CON SEALANT FLASHING . FLASHING DETAILS DRIP EDGE NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS FASCIA WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. FLASHIN �qw—ROOFING FELT FIGURE 2: WALL FINISH ___.__-- _ .----___ ... ___..___ . _.----- .------ FLASHING DETAIL AT CRICKET / Rake Metal Drip Embed gpdh shingle Edge in a 2 wide strip of asphaR raging cemfnt. G DETAILS i010 � - NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. -Extend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 zz Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" 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 Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. r LF1Aniwu r LnJn11V l.] SELF -ADHERED FLASHING DECK JOIST Ground--I-�—�►I Foundation Wndl ,. FOUNDATION WEEP SCREED Water Resistant Barrier Lath Sheathing Stucco E i • ■ Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE SELF-ADHE SELF ADHERED FLASHING OUTSIDE CORNER 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block -Vu(cum 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 buttjoints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor SELF -ADHERED FLASHI PATCH DHERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPR❑❑FING METHODS TO BE USED. 00 04 V 004 (/) M 0 (M 0 y J � N rLL1co 7 O 0 �_�tq c r "— Q. X V! � Oil"- -a C w❑ o C � r N a,W ago UJ �7�0 9 z >. zaWi Z °paz C30Vo g�F a00 v cWc77Zo= c r-00-, p� oy:.a FW 3� 0f 0 ❑ 6_0 zc''❑s �,� m��ZOoa� V. O N pW, Z w09 W W oAQ zy �WO O (7zoU =sv,= Wa1r °?Rz o z_c�v�..0 :7A % � ai W � M� 0 6 o w Ovo~ -0V Q EH o WW FMW SOU ❑w F = V O d' �'' I�oo•oNasaa•neam 0 w t m a w a z Z W 2 Z 2 a 0 0 w 0 W QI Q 1 N U � Q LJJ N O 0 Z C Z W Z Q 0 J � Q � W J Cn title: LLI FLASHING DETAILS U 2 d z project no. 2017407 W checked: AB/EC 0 drawn: date: 07-06-17 r N scale: AS NOTED d WP2 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. L 0 0 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. i 50'-0" NOTE: S TO BE LOCATED IN KNOWN RADON REAS, APPENDIX "B" OF THE FBC .EMENTED. CONCRETE STRENGTH RETO BE A MINIMUM OF 3000 P.S.L. 4ND ANOTES ON THESE PLANS THAT SHALL BE REPLACED WITH 3000 JCRETE STRENGTH. BORACORE IS AN ALTERNATE TERMITE DIL POISONING. GENERAL NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 3 1/2" THICK CONCRETE RENIF. WITH 6"X6" #10/10 W1.4XW1.4 W.W.F. OR FIBER REINF. CONC. ON 6—MIL. POLY ETHYLENE VAPOR BARRIER ON WELL — COMPACTED, CLEAN, TERMITE TREATED FILL. 3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@EA. END. LAP SPLICES SHALL BE NO LESS THAN 25" 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE. 6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED(ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF i OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. INDICATES GROUT FILLED CELL WITH (1) VERT. 95 CONT. FTG. TO TIE BEAM(8'-O" O.C. MAX U.N.O.)(REFER TO NOTES) FOUNDATION KEY NOTES 0 BUILDER OPTION; IF SUBDIVISION DOES NOT REQUIRE MULTIPLE STEPS, DEEP MONO DETAILS CAN BE DISREGARDED. CONTRACTOR TO FOLLOW DETAILS L/S3 AND PLACE INDICATED PADS AT EACH COLUMN. FOUNDATION PLAN 'A' 1 /411 = 1'-01 1 FOOTING SCHEDULE O2'-0"x2'-0"x1'-0"d W/ (3) #5'S EA. WAY O2'-6"x2'-6"x1'-0"d W/ (3) #5'S EA. WAY 2'-6"x2'-6"x1'-0"d W/ (3) #5'S EA. WAY 2* * = PADS ONLY REQUIRED WHEN L/S3 IS INSTALLED OTHERWISE DISREGARD O2'-8"x2'-8"x1'-0"d W/ (4) #6S EA. WAY 2'-8"x2'-8"x1'-0"d W/ (4) #5'S EA. WAY 3* * = PADS ONLY REQUIRED WHEN LIS3 IS INSTALLED OTHERWISE DISREGARD O3'-0"x3'-0"x1'-6"d W/ (4) #5'S EA. WAY O4'-0"x4'-0"x1'4"d W/ (5) #5'S EA_ WAY O 3'-6"x2'-0"x1'-4"d W/ #5'S @ 6" O.C. EA. WAY (3" FROM EDGE) O4'-6"x4'-6"x1'-4"d W/ (5) #5'S EA. WAY O3'-0"x2'-0"x1'-0" W/ (3) #5'S EA. WAY COLUMN SCHEDULE 1 O 3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE GIRDER AND (3) - HTS20 TO ABOVE 0 (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 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 O5 3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE TO BEAM ABOVE AND (3) - HTS20 © (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ SEE HTT16 @ BASE ROOF PLAN FOR COLUMN CONNECTORS 0 (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) -16d TOE -NAILS c@ BASE ® 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT O 3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT & HTT16 W/ 10 5 1/4"x5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ MTS12 TOP AND HTT16 BASE (2) 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 (2) LGT2 @ TOP. 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. W/ (18) 1Od NAILS W/ (6) 16d TOE NAILS TO BASE PLATE i ICE BOX DRY LINE TO ICE BOX — — — — — — — — R. O. DETAIL N.T.S. i SINK i._"` R.O. DUAL VALVE UNDER SINK W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W cn a 1 CONTROL JOINT DETAIL S JA SCALE: 11/2"=V-0" o ° SEE FND. FOR QUANTITY ° #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. 2 TYP. CORNER BAR S1.1 PLAN DETAIL SCALE: 1 1/2"=l'-0" o o V CM-4N ��6'�2 J 00 CO -0 moo~ 2 d-CtD c LM r Cl O Cc N cc '�°�ro. J W H� "M00 � O CIO 0Zx U CO ray a�_u F z 0. LL LLoo � O J ywr W � azuari 0� (rapw W C,�U 4';D w y ix U t� VI Q 0 r Tf ai 1WL rzo �Ow 1:44 W Crw ❑ ~' $ U N noo-mag(U-MMM Z y r W 0 z Lo o z � 1 o U ^ ' V , N 1 M a W Ci 'q- LO N w W W Z 1 L0 N� Q 0 U 3 0 o z Q 1 LL w W a Z W Z 0 n = Ja 9 < a o w M W r Ww L w J0 o r �+ z w U O C3 lil V) . LLI H 0 z F- U F_ r U7 W Of Ix W r O oe r 2 O a 0 U title: 91 ■=111il11LlIO7Ardri MONOLITHIC 0 0 Z project no. 2017407 W checked: AB/EC 0 drawn: a I date: 07-06-17 N scale: AS SHOWN z c� } Sim0 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 I I I I I I I I I I I I I I 4 I- — — — — — — — — -J ' TYP. .J CORNERS ` I- ' D2 N S6P J '411&11 1 1 14'-911 20'-011. _ _ 2'-32�� i HOLD END JOIST 7 GABLE TRUSS GOES AWi�Yj I OFF OF WALL 3" I FOR FINISHES D3 S6 RAISED WALL _ (COORD. W/ TRUSS MANF. -- - - I --..._.�....-_ _�._.�.,�,...� � .. . I ter. pp I I E @ TF 5 9 w 1- # I \ FT17 , i I - i I . ,I _.� / II II II II Il III II II II II II r I - — — N LL h_ — — — C3 N N — U') ! O - - - limi�imlmlmlmlm , -all 0 IF 03 ffiffime 110 381mm m1milm mi'll, "All Ii 1 TO LEDGER 70 1i 11 L___ 2X1 i[II&M 18B D3 / 1 I �t III 1 — _x 21 - 8 SIM DBL 2x8 LEDGERw/ C3) D3 \ %"0 A.B. @ 24" O.C. ti T.O.B. 10'-5" COORD. TRUSSES �1� R W/ TRUSS MANUF. 6 ' I � S6 f I I FT19G FT19 - CN FG3 VF it it it it ,I9 FT3 FT4 FT511 II II II FT611 II FT7 II II II II II II II A ll II II II ! " A ; II II II II II II II II ,� �F, II II II Il,fr�ll II II II II I II II I I F =8 I i'I I I I I STPD A IDS I II R R SECOND FLOOR H - � � = TOILET = _ t (2) 0� 1'-611l 22 — — o �G2 _ D1 `t 7 / _ 0 _ G3G F3._ \ A W t S3TYP II II II II II II II SINGLE �' J33 7 a ! STORY ROOF C 13 (I EJ73 D1 I IP1 I I 1 M een J In o UAr 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 0 (2) 2X12 #2 SYP BEAM W/ 1/2" FLITCH PLATE W/ (2) USP HTWM16 STRAPS TO r CMU COLUMN TYP. 0 LO R S6 SECOND TUB MN N SECOND TOILET D P S w �— (2) O 5 ( FG5 �\�LJL JL JL JL J L JL JLIF JL JL _ " 1 I o '47_ In LO H2 ,- - - FT10 o Q FT11 , .._ 2-PLY I WI 1 s= — F F2� R __ __ ._ X .: — — — FT12 I ' w _ R € 3b , ; — `Z M RICO W LL r m. 0 1 z _ o 0 � H D2 — LL _ — - — N H3 I I c 0) wI f2 > I _ - - SECOND FLOOR � o TOILET cal ' i ? CO - — rn � I q D SECOND FLOOR IN S6 00 TUB-' I 7 - I D1 _A f FT15G rP4GI ° r _ _TII I I R I7'I i S6 D1 I' I cJ P I I I EJS I I? J1P 3 /12 PITCH FT22 �D2 ) SIM (2) OC TYP AT HIP 4" 4„ CORNERS AT PORCH 6" FROM FACE OF 16'8" OF BRG TO < OF BRG. A WALL TO < OF BEAM O TYP 6 20' -4 211 17 -4 12 -2„ 71 LOWER ROOD & DOOR URAU G PLAN ELEVATION 99A" 1/4" = 1'-0" N I 15 N c�il�r Lm OLL w0 v QO 8" HEEL " ~ COLUMN SCH RD U OD 3 1/2%5 1/4" P.L. COLUMN W/ HTT16 @ BASE S AND (3) - HTS20 TO GIRDER ABOVE (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BAS O 4x4 #2 SYP. P.T. POST OR 3 Y2%3 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 O 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. © SEE 3/D2 FOR MORE INFORMATION. 0 (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BAS 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE 8 HTT16 W1 5/8" ATR DRILLED &EPDXIED W 8" EMBEDMENT 3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE G & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT 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%5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND 13 (2) LGT2 @ TOP. 3 1/2"x 7 1/4" P.L. COLUMN W/ HTT22 @ BASE O3 1 /2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. 5 W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE 1 ] (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) O AT BOTH BM 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)OAND USP HTT16 AT BASE ALSO REFER TO FLOOR PLAN FOR DIMENSIONED LOCATION OF STUDS. PROVIDE (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 � FLASHING AT PRECAST AND EXT SHEATHING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 --- 1810 9- 10d x 1_W" HTA20 1615. 1585._ . 10 - 10d_x 1.1/2" B HETA16 1810 9 - 10d x 1 1/2, HTA16 1615_ 1585 _. 10 - 10d x_1.1/2" 535, 10 - 8d - _ _ _-- _ RT7A _ _._-- 670 _ -- -. 565_ __ 10 - 8d X 1 112" _ D _ H3 - - -455 320 8 - 8d. RT3 61-0 525 8 -_8d X 1.1/2" E 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 1 1/2" RT16A 1380 1160 9-10d X 1 1/2'& 8-10d _ H HTT4-- 3610 3105 _ 5/8°ANCH./(18)1,94x1-1/2_ HTT4 2715 50 ANCH./(20)10dx1„1/2 J HTT5 4350 3740 _ 5/8"ANCH. ! (26)10dx1-112" HTT5 3225 5/8" ANCH. I(28)10dx1.1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS JJD5B ` 4505 3785 _ 518" ANCH 3/4"_STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M_._ H D7B " 6645 _ 5650 7/8"_ANCH 314" STUD BOLTS TDX10 7845 — _ 4-_7/8'_DIA. BOLTS - N 1165/1070." _1005/91.5 `* 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d HUS26. 1550/3335-** 1335/2820_** 20--_16d--x-31/2' HUS26 1925/3295 — _ (20)16d x 3-1/2 Q HUS28 2000/4220 ** 1720/31.25_** 30 - 16d x 31/2" ___ _ HUS28 _ 2570/4345 _ — 30d -16d x - - __ 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 1/2" MTW16 1195 1005 14-10d x 1-1/2" _ MTS20 1000 _ _ 860 _. _ 14 - 1 x 1 Od _1/2 MTW2 0 --- _ 1195 1005 14-1 x 1-1/2" Od _ U _- MGT/MUGT 3140 ____- ___ 3140_-_ 22 -,10d X(1) W" ATR - W/ 5"_EMBEDW/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 Xa HTS 20 1450 1245 24-10d X 1 112" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 _ 585 535 - 10- 10d SPT22 685 8_- 10d _ SP2 _ _ 1065 _ - 605 12 - 10d _ _ . SPT24 _ . _ 1030 12 - 10d- HCP2 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 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS cB, (B) (A) (+� 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 #2OR#2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Ri 1 OR (A) STICK FRAMI NG SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS CO TCLEDGER 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. #1 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. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN N TS NOTE: DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES SEPARATING USABLE SPACES INTO 2 OR MORE APPROX, AREAS WITH NO AREA GREATER THAN 500 SQ, FT, DRAFTSTOPPING SHALL BE PROVIDED PARALLEL TO THE MAIN FRAMING MEMBERS o� E �O N O � M � N a +.+ _O —1 00 co� 'D • � U_ C> N 14 C � CL x 'v�i 4 _ CU O LL UJ J Q Q I- N qql O 0 HW � N 1 1 Lo O Q qql O 7 Q 1 O Z LLI z Q J �M W ��J W ADDITION TO BRACING AND BLOCKING SHOWN ON 05 title: PLANS. FLOOR FRAMING AND Z LOWER ROOF PLAN Z project no. 2017407 W checked: AB/EC drawn: m date: 07-06- 17 WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, N scale: AS SHOWN CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT Q OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT F RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. a U S2.1 A 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 I _ I I I I I L- - - - - - - - - - - - O N 1 N . S6 TYP @ 2 STRY 0 24'-611 14'-91' 101-911 (2) 1 3/4" X 11 1/4" LVL 2.0E FB=2950 (2) 2X12 #2 SYP BEAM W/ 1/2 W/ (2) USP HTW20 TO COLUMN AND FLITCH PLT. W/ (2) USP HTW20 HD41 IF W 1 1 D 1 1 D USP 0 / ( 8) 6 & ( 0) 0 TO COLUMN AND USP HD4101F NAILS TO WALL STUD PACK. W/ (18) 16D & (10) 1OD NAILS TO 18 WALL STUD PACK. - J TYP TYP Cf) LO M 1 II II II it II II II H1 CD M CA I \ H1 EJ7 / CJ1 Al \ / I I QII Q O �I�I OII II a a � I(I� II II I II II �I 1 CJ5 - II II II II II II II =CJ5 I X 6 X s II H1 II II II II II it LL_ C3G SIM. W/ (1) MSTAM36 SIM. W/ (1) MST M36 @ 5'-0i1 C2_ BASE - - - BASELEN TH OF 4D (2) O(4) 2X4 #2 SPF COLUMN (4) 2x4 #1 SYP COL. REFER TO 3/D2 REFER TO 31D2 X (2) I H2� i C H1 O )II J G 1G II I II I I HEADER TO MATCH WIDTH i _ f F .D. BEL W. ATTA H STUDS BELOW HEADER W/ (3) 12D TOENAILS T&B. MIN. (4) 2X4 #2 SYP STUDS EACH END. -0 71_0 II l 18'-0" '-111 1 011 _ _ II II II II I G MIS TYP. CO N ,_ a I , i -J = N o 5 II II Ila lla II¢ III Ila Ila I II I = i = 1 18'-4-3/4" BRG. AT BALCONY SIM SEE H2 6/D2 FOR CONNECTK I II it - 71-011 11 1VK811 _.! IISIM SEE 9/D2 FOR (2) OO(j�/ I CONNECTION TYP. I � I I I I I = PROVIDE (4) 2X4 #2 SPF COLUMN I UNDER BIG. STUD PACK SHOULD BE I I I OVER (3) 2X8 STUD PACK ON J' I FIRST FLOOR. REFER TO 7/2. I ti I I � ? I I 4 f N LO (2) O- TYP. AT HIP CORNERS 20'-41' UPPER ROOF FRAMING PLANW_ 1 /411 - 11-011 I I ` Q Q N BIG III B4 X 6 SIM. W/ 0) MST E__ I B5 II 14 ; sI III° Q_-Lill II II MVK3 H 1 I EMI \, # J3 III D66 X s I CA I I I 'III sl�I i) I1 01-411 I � II II II EJ7 G TYP. 0 D2 D3G LO N M O f` in LO G TYP. COLUMN SCHEDULE 3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE OO AND (3) - HTS20 TO GIRDER ABOVE O (3) - 2x4 SPF OR SYP #1 W/ 1 Od NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 4x4 #2 SYP. P.T. POST OR 3 %2'X3 %2" 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 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE OO AND (3) - HTS20 TO BEAM ABOVE (3) - 2x4 SPF OR SYP #1 W/ 1 Od NAILS @ 8" O.C. © SEE 3/D2 FOR MORE INFORMATION. 0 (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 5 1/4 x7 114 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE ® & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT 3 1/2"x5 1/4 P.L. COLUMN W/ ECC046SDS2.5 TO BEAM ABOVE O9 & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT 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) 10d 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) H3 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 1 O/D2 FOR HDR. Fb=2950 CONNECTIONS. H6 (2) - 1 3/4" X 91/2" LVL 2.OE 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 1/2 P.L. COLUMN TO BEAR DIRECTLY ON MASONRY WALL BELOW W/ MSTCM40 STRAP. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.9 O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY SYP SPF SYP SPF FASTENERS A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d_x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2 C H2 5A . _-600 535 10- 8d RT7A 670 -.. 565 10 - 8d X 1 1/2" �[ i D H3 320 8 - 8d RT3_._ 610__.._. 525 8 - 8d.X 1 1/2"_ E _ _ .__ META20 _ _455 1450 - 7- 100 x 1 1/2" .. HTA20-18 1400 ._.... 1400 10 - 10d X 1 1/2" F HHETA20 2_235 __- 10 - 10d x 1 1/2" _ G _H10A_ 13401015 18 - 10d x 1 1/2"_ - RT16A _ 1380._ .__ 1160 9 10d_X 1 11T& 8-10d _ H _HTT4 3610 3105 _. 5/8'ANCH,1(18)10dx1-1/2 _ HTT4 2715... 5/8 ANCH.1(20)10dx1 1/2, J HTT5 43.50 _ 3740 _ - 5/8" ANCH. I (26)10dx1-112" HTT5 3225 5/8" ANCH. 1(28) 1 0dx1 -1/2 _.K __HD3� _3130 _ 3050 5/8 DIA. BOLTS TDX2-TZ _ 2345 - -2-.- 5/8" DIA. _BOLTS- L _HD5B'_._ 4.505 _3785_ _-_ 5/8" ANCH. 3IN' STUD BOLTS_ TDX6 _.__.. 5320. _._-_..- 2 - 7/8 DIA._BOLTS__... M HD7B * 6645 5650 7/8" ANCH, 34' STUD BOLTS ---- TDX10 _ 7845 _ _ 4 - 7/8 DIA.-BOLTS._., ., N _ LUS26 _ 1165/1070 ** - - 1005/915_**_ 8- 10d x 3" JUS26 1115/1060** 8 - 10d �Y - _H�1 1500/3335 '* - 1335/2820 - 20 - 16d x 3 1/2" HUS26 1925/3295 - - - (20)16d x 3-1/2" - - - Q H Q 0/4220- 1-720/3125--**_ 30 - 16d x 3 1/2" _ - HUS28 2570/4345 - 30d -16d x 3-12' R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 _1005 14-10d x 1-1/2" U MGT/MUGT ._ _ 3140 _ 3140 22 - 1.Od X 1 5/8" ATR (1 -,- 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 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1&' �.- -- - SP1_----_-- -- - - 585 __ -- -- __ 535__.-_--- --- - ---- -- 10_-.10d __ ____ SPT22 -- ----- _ 685_____ --- -- __ - --- -_. $ 1.Od Qoo E N M N 0 M0) 0) J 0ej.5 -O I,N �tC C I` 0 r- X ,m d' CU I HCP2 645 555 12-10d X 1 1/2" 1030_--- * 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 #4 `"A _ C u; THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. ff+ LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.&a x zi Q� 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 (A) OR 2 PLY )ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP (B)� CHORDS OF EACH (B) 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, (B) 2x4 SO..PINE#2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANINGTRUSSES. R1 1 2R CONT LEDGER -(A) 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. PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS REFER TO SHEET D3 FOR FLASHING DETAILS AT BALCONY AND S.G.D. 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. o 0 N old' zFp [ aw3 y, &N b - U U0 C., °° Wr = r 0 A V _W _ Mom C) F o F e `e " ma oZ o MUM z•aa � OP S a` �y� Z� 4 vi° O /tfP1111102 (A N �oW W � w !�� vlw- w ` U ❑ LU Cr N L�IO�'flN3SQ3'MMM .: Illf- U_ W LOQ 1- � N � � W N Q � a> - a Z 0 O z W z Q J � Q m W J W title: L UPPER ROOF FRAMING 13 ■:2WAL Z project no. 2017407 W checked: AB/EC 0 m drawn: LO date: 07-06-17 N scale: AS SHOWN WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, O fInKITMAfl-rnDC Of 10 f1flAlTMAf1Tf%M0 AAIM 01111 IICMC AMC I IMf-ICP1 T^ MmIlm\A/ Al 1 r z 0 S3m1A 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such ---------------- \:0 GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS ; 0) 1OPENING PRESSURES DISCLAIMER 0 F_ EM o n . APPROVED LINTEL MANUFACTURER& CASTE-CRETE, ENCLOSED -EXPOSURE "C" c� i o O O O O QUALITY STEEL LINTEL IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL N N ,- 8F8-1B/1T 8F8-0B/1T ® +29.7 / -37.2 © +29.7 / -39.6 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF O LL °�° n CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. p N AO °° " TYPE DESIGNATION #5 REBAR ATTOP O c Q a MIN. (1ARArroP A © +28.4 / -30.9 OD +28.4 / -37.0 IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR o r Nr tm MIN. (1) REQ'D MIN. (1) REQ'D �1 1-1/7' OLEAR .� I O O O ° F=FILLED WITH X- CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & GROUT / U= UNFILLED a 1n O Cc a) 8RF14-1B/1T 8RF14-0B/1T R= RECESSED CLEAR L °` O +26.6 / -29.1 OF +26.6 / -33.5 FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. ► `� 0 q O © O QTY. OF # 5 o NO EXCEPTIONS. REBAR BOTTOM > © SEE SN SHT. �H SEE SN SHT. Q OF LINTEL CAVITY a .M.U. L e ° C9 w tf` s ° C.M.U. 40 MPH I - B�� T � 2 ° ���+, NOTE: WIND SPEED INDICATED ABOVE _ °° ° GROUT w ! n, IS AN "ULTIMATE" WIND SPEED. THE t QUANTITY OF b ° o W WIND PRESSURES LISTED ABOVE ARE.. ° O NOMIN L REBAR AT O O O O O O O O WIDTH #5 REBAR AT ° o BOTTOM OF ¢ Lur, TOP LINTEL CAVITY aof �i #5 REBAR AT BOTTOM ALLOWABLE PRESSURES m •� Y - � 8F20-0B/1 T 8F20-1 B/1 T 8F16-OB/1T 8F16-1 B/1T NOMINAL "W--BOTTOM a 00 <' =' ? AS INDICATED i I L - - - - - - - - - - - - - - -J HEIGHT REINFORCING 6�-6 1 /2° I S I n �STk 75/8"ACTUAL 0 ) © �, PROVIDED IN @ ° 8"NOMINALWIDTH LINTEL 16GAUGE POWERS i y € i4 O ? O , .O:•O O (VARIES) STEEL BOXED LINTEL- e ° ° • = ° _ ° • ' _ ° • MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) v •v ° v `v 1. fc precast lintels = 3500 psi. O O 2. fc prestressed Lintels =600o psi. ONLY IF NOTED ON LINTEL PLAN 3. routed per C476 1`= 3000 psi w/ I O I I g I I I O 9 p 9 P 1. Refer to manufacturer's specifications for installation. 8RF6-OB/1 T ,< 6 ', ; ; ° 4. maximum 3/8" aggregate and 8" to 11" slump. of lintel t prevent rusting. P 2 Contractor to provide proper protection o r vent 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. I °- L ° . I ( I minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. °°. 6. Reber per ASTM A615 Grade 60. I t I E I f I .a ° . ° • ° . ° � s ° • 4. Lintel depth to match precast depth. One ft5 Bar required at top � i �, � �, ; ub"L, Prestressing strand perASTM A416 grade p qr ! i,ZI Z see lintel lan/deatch for bottom steel re wired. ;7. 270 low relaxation. A bondin agent must be applied to the Steel Box lintels prior to .+ s v M010 7/32 wire per ASTM A510. ' o n -"" O s` O ° 5 applying the cementitiuos coating. See contractor specifications I % 7 -0 5' -8 7/8 ^ -" ° , , 8. Morhar per ASTM G270 type M or S. ? I 1 ) 10 10 8F20-1 B-2T O ' O `> ' ,-,GENERAL INSTALLATION NOTES a,O , ; Provide full mortar head and bed joints. I �.�`� 8RF22-1B/1T 8F24-06/lT 8F24-1B/1T I I I s E I 2, Shore filled lintels as required. 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 a g Q vertical cell reinforcing and ggrouting.€ w' 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-i" and ,a ° height of 8" meet or exceed U180. - longer with a nominal g t � O j 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups ara welded to the bottom steel for mechanical anchorage. h 00 B. Cast4n-place concrete may be provided in composite lintel in lieu of concrete 1 , s. ° _ , .., , .� . _ , . ,. . • masonry units. , �'� O ; ( ° ° °, ° , < ,' • v° °LO rational design analysis erACl318 and ACI 530 _. �. _m _ 9. Safe load ratings based on ratio 9 N p ;._... mn._..._e-.��.._.., _ .�..-� .•_..��..�.�, �_ ...�..__ �..� ___ _- w...� __..�.w.�__ 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. The exterior surface of lintels installed in exterior concrete masonry walls shall have ° o a a coating of stucco applied in accordance with ASTM C-926 or other approved 3 O O Z w '� 'A�a 0 r y `�l® coating. D a r rn s °'d' ° . a° 6. v 12. All lintel dimensions shown are "overall" lintel lengths. I w ' a 3 z �Oq 4 c 13. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) ] O Z a w 3 W ;* opt` dtj loads shoud be checked for combine loading with the following equation: o p t- _v^� II4� Applied vertical load Applied horizontal load i I I w � #LU a , + i I wow to Safe vertical load Safe horizontal load 01 , O ? ! a 83 o Q �= av•v av•v •° v. e°• v ! i a^ W• Z�� '} G��'ZZ Z Ii _......,m., �...,x..,....k-.a,.,,_...__.,.,, I Z y W LL Ott M O Q +�504 8F44 1 B/1T 8F40 0B/1T 8RF40 OB11T 8F321B/1T 8F32 OB/1T 8RF30 1B/1T 8F28 OB/1T 8F28 1B11T I I Z g Ln Z Z; ®� " I g Z > d LLJ w=LLO m � O w - �....�----z.o.®.,..a.......e�...._.e,.,.a._...m.. e....._.,_..a>....,.a.�,,,�.._.,......k.... .:.".....�.'�" ...�,.,__.............y"'_' ...» .>.,�. .....e. .,�..._ .,..._. ......A �.,.. �...,.. .._.:..-_ I 1 a S € i I l'] € p F 7 Os .....,.. I➢ �'� s f I I s t � � I ➢�'00'OrL3SQ3'MAAM I O i I I s it t �. D w a P t I d a <.. ..I.R I W i I t � II C v �� I I I I� • ��_�.�..�.._.� W LL z O LO.:�,,' �• �_�,a.�..�.__� �� i I �`� �4/� a � L LU i I CN w W O i I � I �,`•�`+,, , gIgI � I � ` ��_.# � `�' a � � I ° ! �`.* � 's I I � �' I I 1 9 ; ¢I � s �., . _._�, _ .. __._ _.._ ...... _ � _ § i I � ' •. ,„�; -'` � � � � V Lo) �wuu Q � o ss. x O it it i _ I a W d Of I I W UJ N O �I a p 9 LU ..,. = yI �:° � � '«. ,� � E l� 3 i 9 i ➢? I i „�„�, 3g I�''"" ! I I � � d i € i �,. - - .... ,� �. .,.. ,,.�._ �.,.v, .._,.. i.. "..,.:T,.. .�....m,...�.-"....._. .�.... -..._. ❑�...�..-,..�.. � .. n_..,. µ_....,. ..�.m �� b I M H 0 I ( S I I y I H I ! I W ,I i, �u..�.U. �_ O .� � ICC� O. �I s IIO� O - Ol I �� o I� �.LLI { I i ILU 0 I I° LINTEL PLAN NOTES: I I I 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION I ONLY. y 2 UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 1w I i _ I it I I of o; lr I O I I LU 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN 611 I THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH I r� 1 ,ram I THE ELEVATION DRAWINGS ' I p 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING II;I c O O THE PROPER LINTEL HEIGHT. I.m. -_. __ " -- --'- -- title: , � � _w.._;,���.-...-. LINTEL PLAN W/ LANAI 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH €1611 II I;(rl B REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE I is I INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT G.C. I COORDINATE. II I project no. 2017407 n s n 4 n V' l � 5'-2 1 /8 3 -6 ° � 9-4- 6 -7 w checked: AB/EC POWER STEEL LINTEL IS AN ADEQUATE gI, I y drawn: SUBSTITUTION @ALL LOCATIONS UNLESS �' - date: 07-06-17 �i ......... ,"..,� .., .,�..- . ....-. .�. �,.....,., 3 L . n... '.�.'.,..A a , - 0 ,, i... l a m._,..-..v..........m,-..�...Y,.a...,.�w...�._ _.�....,._ ��. �:.., �•....._.. ,.._.....-o�....,_.. I �...,..,.,..»..._........,..�K.,.........�........�,_....-�:.._.,...,�..:..__,..:.,...�_..._...-� ,.a� �...,._.,_._.,_.-........_.........,«..,..._..u,_._ �_..»x_.._n„ NOTED OTHERWISE AT OPENING LOCATION__ 1� m_ __.. cv scale: AS SHOWN SECOND FLOOR PLAN FIRST FLOOR PLAN 0 3/16"=1'-0" LINTEL & COMPONENT DESIGN PRESSURE PLAN 1/4"=1'-0" d U S4m I The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- U NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = l'-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULDi,BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE. AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. BLOCKING X-BRACING - 2x4 SPF OR SYP W/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 24' O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. w/ MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) -1Old X 1 1/2" EACH Nu PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP, DIAGONAL AT 8'-0" MAX TRUSS :3; SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS } AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4)10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) „k 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3)10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = 1'4" WOOD TRUSS q PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=1'-0" USP LSTA18 USP HD4101F BUC"-- CENTERED @ SEE ROOF PLAN 1 SPLIT TO TIE MORE INFO BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE { & ADDITIONAL INF( SEE FLOOR PLAN SEE FLOOR PLAN F, FOR COLUMNS IZE COLUMN SIZE & BA: & ADDITIONAL INFO. OPTION A 7/16" OSBNECTIOFLITCH PILNAT FOE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN ;COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN- FOR BEAM SIZE & SCALE: 3/4"=1'-0" � CONNECTION INFO. A F7 A SEE PLAN N FOR _ — TOP OF BEAM SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE 8" UP - COLUMN CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT r SCALE:3/4" OPTION B 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN MIDDLE BM. SPLICE OVER CENTER OF POST z 0 Q w J w w w C0 �d SCALE: 1 /2"=1'-0" USP LSTA30 w/11-10d TO B & TO COLUMN MSTAM36 W/ (13) -1 & (5) 1/4" X 2 1/4" Till SCREWS EACH SIDI EXTERIOR CORNER WOOD POST. SEE FLR `r PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ ! �— 1411 #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE —j _ . EXCEEDS 30" FOUNDATION PLAN - ! J GRADE 1 1-411 ENTRY PORCH SILL 14 SCALE: 3/4"=1'-0" 12 SYP BEAM " O.S.B. FLITCH JP COLUMN MIN. NDER EA. END OF 1AIN. (2)-10d @ 8" ,CH PLY T. PLATE kSE FILLED JCRETE SEE OR SIZE KNEEWALL @ENTRY FRONT WALL (Corner shown. Interior Column similar) SCALE: 3/4" = T-0" WOOD OR MASONRY I ABOVE MAONRY PIER SEE FLOOR PLAN FOR WOOD OR MASONRY TOP COURSE TO COLUMN INFO ABOVE MAONRY PIER BE CHAIR BLOCKS. INTEGRATE MASONRY SEE FLOOR PLAN FOR ENTIRE BASE TO KNEEWALL INTO CMU BASE COLUMN INFO BE FILLED SOLID OR MAIN HOUSE PER - ELEVATION IF REQUIED MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR VERTICAL EACH BILK HGT. w/ (1) #5 CONT. FILLED CELL CORNER FILLED WOOD REQ'D @MID SPA MAX 6'-8" SOLID. SEE ELEV. #5 REBAR CONT. SEE PL AII MAX 3 COURSE FOR BASE SIZE @ SLAB LEVEL FOR SIA' (3) #5's EA. WAY EXTEND SLAB 1 1/2" BEYOND BLOCK FACE — --Ili EXTEND --! SLAB 1 1/2" TYP I I SLAB PORCH SLAB SEE _� ! BLOC FOUNDATION PLAN WALI :8 LEVEL RA �- DE (2) #5's CONTSEE CUT. T&B w/ ! z CONTRACTOR TO INSTALL SECTION FOR #3 STIRRUPS AT 4'-0" MIN 3 x 3 WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 11411 JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d SCALE: 1/2" = 1'-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION USP JU26 OR IF 2 PLY • TRUSS USP JUS26-2 SEE FLOOR FRAMING PLAN TRUSS TO LEDGER AND J/S6 FOR MORE INFO. 2X8 #2 SYP CONT. LEDGER W/ VERIFY WITH PLAN FOR LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = 1'-0" EPORCH SLAB SEE EXTEND FOUN PLAN SLAB 1 1/2" Tv 1 • ;n (2) #5's CONT. T&B w/ 4! #3 STIRRUPS AT 4'-0" _I WHEN DEPTH EXCEEDS 30" -- GRADE !I 1!— 1,4„ PORCH SILL r15 SCALE: 3/4"=1'-0" ;-'moo WN_ o U)��N to � � 0 �L-0000� o� n O p-XN C) CoR f) _0 cc STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE WOOD WALL OR TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B /—TRUSS OR ROOF SYSTEM -` SHEAR TRANSFER .yryaJ WWI C1 EXTERIOR. WALL _ F SCALE: 3/4" = 1'-Y' 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION K22 SCALE: 3/4" = T-0" 2A�� 11" 11" SEE PLAN SLOPE SLAB ,. PORCH (2) #5's CONT. T8B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" h I _7 STEPS WILL VARY DUE TO 'J j 'I l j !' h 12" MIN. SITE CONDITIONS, BUT MUST BE BUILT AS PER FBCR R311.5 PORCH STEP DETAIL 67 SCALE: 1/2"=V-0" SIMPSON HUC410 TO BUILT-UP COLUMN. IF BEAM SITS ON COLUMN, STRAP DOWN USING i HTS20 STRAP. SUPPORT COLUMN BUILT-UP (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 2x4 #2 SPF KNEEWALL SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE 0 m 0 LO N z w z a rz 0 2 W z Z 0 U 7 °0 a w 0 w w s U w w � -•, ..., r J in g -. 00 w ° . '. Oma�Z0�OFES`��k DKO 411111144 Nwr W� �t�Z Zoe z� 0 0 gUJ now W UO~ 'D c�iG Xk Q Nrzw �W U wU El ~ U � N N[O�'Jh[HSQd'1fAMM Z Q N � W � � Z UJ Z � Q � Z W � J m 8 O.C. EACH PLY -> (SHOWN AS 4 x 4) W/ STUDS @ 16" O.C. W/ W title: STRUCTURAL SHEATHING (2) 2x8 #2 SYP W/ 716" DETAILS (2) SIMPSON HETA20's ON BOTH SIDE FROM TOP Z O.S.B. FLITCH PLATE w/(12)-16d EA. TO COL. OF WALL TO BOTTOM OF SEE PLAN FOR BEAM ALT: (2) MSTAM36 BEAM, ATTACHED PER ° STRAPS CENTERED w/ NAILING SCHEDULE. BRIG. INFO. Z project no. 2011003 (13)-10d NAILS Ea TO COL. BUILDER FRAME RADIUS AS REQUIRED checked: AB 00 drawn: TIE BEAM 2x BUILD -OUT BEYOND date: 06-26-15 cv scale: AS NOTED KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN BEAM @ RAISED ENTRY KNEEWALL @ ENTRY MASONRY WALL 31 FRONT WALL r44 ENTRY PORCH SILL 16 SCALE: 1/2" = 1'-0" 1 SCALE: 3/4" = l'-0" D1 SCALE: 3/4" 1-li 1 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: . s_® .i ,+•... .. I. S1. 44 __ R - VR p�11M111�1�11"NR411AIII�RIIM'alllVk9lIIfN1���9lIIF-qE-1�w1 911 i 1 F j___________________________________________I O Q _______________ l O O O UiNCON tU M N J w 00 -0 • LL I" 3 �-p00 CO ti.Os 0) CL '� N J2 oil U) -� I I ' I I a� (1) USP LSTA30 STRAPS�r (2)-12d GABLE END FLOOR SEE SS FOR RETROFIT, BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION 1F MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" ljr ,ri TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ MASONRY WALL CONNECTION. (22) 10d NAILS @ 24" O.C. - 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 2x CRIPPLES @ 16 O.C. ( ) ------------------! BLOCKING NAILS T/B FLANGE 0 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B_. FLOOR (2) - 2x SPF TOP PLATE INTERIOR HEADER f DETAILS 2x STUDS ADHESIVE TO STUDS w/ 10d @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EA. "• �� 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. O O� d SURFACE A 2x4 #2 BLOCKING OPENING LARGER THAN 4 ft (2) 2x IF OPENING IS GREATER NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE FLOOR SYSTEM FRAMING PLAN FOR WOIST AT 48" O.C. EXCEEDING 6 FEET. MIN (3) 2x #2 SPF STUDS @END SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON i CORRECT BLOCKING � j� w/ (3) 12d EA. END A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR REQUIREMENTS �/ TO HORIZ. FLOOR DECK INSTALLED AT EA. END JAMB INFO (2) USP MSTAM36 STRAPS w/ (8) 10d 1/2" GYP. BOARD OR TYPICAL BLOCK BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10do {� NAILS & 5 Y4" x 2 & TAPCONS END OF OPENING TO STUDS ABOVE PLATE O '•'• • • EXTERIOR STRUCTURAL 1-1/8" RIM BOARD '°� CENTERED ON FLOOR SYSTEM TO 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/10d NAILS FLOOR DECK U MAY USE (2) SIMPSON MSTAM36 STRAPS 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAPS) 8"o•c• FLOOR TRUSS/ I -JOIST SEE PLAN _ `" z W/ 10d NAILS & 4 y" x 2 y" TITENS WALL SHEATHING (2) -12d TOE NAILS TOP CENTERED W/ (8)10d NAILS TIE BEAM @ f$ �) ( ) 4 48 s 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 M STRAPS w/ (22) 1Od NAILS OR (2) SCALE: 1 1/2" = 1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. } SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER 1 Od NAILS & 4 BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON MSTA36 STRAPS w/ (26)10d () �"x2�4' TAPCONS 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 • CONNECTION IF MSTAM36 CONNECTION INFO TOOL t4�tllt // IS INSTALLED). EITHER USP OR SIMPSON (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 W �� _m 2F �`[� ,� Z Fx w q M �. �l` iW �i .7 i., ° A FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 ro HEADER CONN. 2nd FLOOR 4 oa3 W AS NOTED = SCALE: 1/2" = 1'-0" _ ° y a'�" °° � O �0z rn A SCALE: 3/4 1 -0 SCALE: 1/2 — 1-0 LU 6,03 F 3oUog Y ma�ZO 4�fFEgSkN SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ z Z W a o p p !(III;>tti� ee SEE Q/S4 FbR JAMB STUD O USP SPT24 @ EA. STUD W/6-10d CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED _ REQ'D TYP USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE HEADER LOCATION SEE INFO BELOW ON (2) 2x8 OR (2) 2x6 TOP z' z h m W ti n z o @ 24" O.C. CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED CONNECTION OF CRIPPLES IF LONGER PLATE SEE PLAN wg�o�c p `R^� a. i.ao.o o. l.a�. USP LSTA24 W/(18)-10d NAILS THAN 8" TALL. (CONTRACTOR MAY USE RTT i o = W k: �'vU eLLJ P. 2 - 2 x 4 SPF C USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. CLIPS) NAIL BACK LEG OF CIPPLE TO / ' N o a o i A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. HEADER w/ (2) 12 TONEAILS (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & 11 10d 2 - 2X SPF TOP PLATE m U o w ( ) OVER TOP PLATE THEN DOWN () FLUSH w/ THE OUTSIDE o i_ n NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS FLUSH TOO SEE PLAN FOR SIZE N000rtasaamtnn 2 x 4 #2 SPF STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL F3EYOND SEE C AT 16" O.C. U.N.O. O USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) FLOOR PLAN FOR HEADER (2) 2x HEADER G (4) - 1 Od TO PLATE SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE (2) USP MSTA36 STRAPS CENTERED --�4f — W EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2)12dTOENAILS. w/ (22) 1 d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER m AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS CONNECTION DETAILS FOR = 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2)12d TOENAILS. MSTA36 STRAPS w/ (26)10d NAILS PLATE SEE PLAN ; MORE INFORMATION BASE PLATE OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM OR AERE ADEQUAITHER USP TE) SIMPSON STRAPS O C Tl(IP TT &LS TB „ USP SPT4 EACH STUD USP SPT6 OR SPT8 24" o.c. PRE-ENGINEERED OF @HEADER /JAMB CONDITION 2x CRIPPLES @ 16 O.C. SILL PLATE W/MP3 CLIPS EACH SIDE 2 STY. FRAMING @ W/ (2) 12d TOENAILS T/B W C B H B C FLOOR SYSTEM OR IF BUILT-UP STUDS ARE (2) -1 Od TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 _ EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. N SPACED W/IN 6" FROM OPENINGS FEET). IF OPENING IS GREATER (BLOCK SOLID) 2 2 x 4 SPF 2X CRIPPLE AT EACH END OF ( ) - AND MULTIPLE STUD PACKS OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 2 x CONT. T & 6co TOP PLATES „ 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR OINTERIOR HEADER PACK W/ 1Od NAILS @ 8 O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS PLYWOOD ATTACHED PER USP HTT16 BASE W/ o ` 2 x 4 #2 SPF STUDS B TYPICAL BLOCK WALL O7 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. NAILING SCHEDULE (18) 16d NAILS & %" BOX HEADER ' Ln AT 16" O.C. U.N.O. (2, 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ 1-JOIST SEE PLAN ANCHOR BOLT W/ (2) 2x TOP PLATE Q N E F SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE USP MSTAM36 STRAP(S) MIN. 6 EMBEDMENT TYP. TIE BEAM W F F 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER CENTERED W/ (8) 10d NAILS (2) LSTA12 WRAPPED UP o D BASE PLATE & (5) 1/4 TAPCONS. �— AND OVER TOP PLATE a ARE NOT REQ'D TO HAVE PROVIDE BLOCKING 2x CRIPPLES 16 O.C. W/ USP a W .0 CONNECTIONS. ATTACH STUDS w/ 3 CONTRACTOR MAY USE @ () BELOW JAMBS ° i SPT22 &SPT24 (OR SPT4) — SEE FOUND. PLAN FOR FTG. REQ. SIMPSON MSTAM36 W/ (7) Z CONNECTORS @ TOP * it 12d TOENAILS T&B 1 Od NAILS & (4) Y4"x2n' PROVIDE (2) CRIPPLES BELOW TAPCONS INSTEAD OF USP PROVIDE EXTERIOR SHEATHING SEE FOUNDATION PLAN _ A _ TO ANY GIRDER TRUSS IN THIS ♦♦/^� ATTACHED PER NAILING SCHEDULE STRAP. EITHER STRAP IS FOR FTG. REQ. — SITUATION. CONNECT G.T. TO = v! 2 ST. I NT. BEARING WALL ADEQUATE 2x CRIPPLES TO -- - = - -- ! Q Q FOR EXTERIOR 2 STORY WALLS ONLY. �� -- !� STUDS W/ (2) - HTW20 TOP & (2) SHEATHING CAN STOP ONCE UNDER MATCH JACK HTW20 BASE TO HEADER AND EXTERIOR 5 LOWER ROOF. HEADER CONN. @ 2nd FLOOR 6 STUDS BELOW (IF LESARELESSTHAN8" 0 Z z 2 STORY COL. aC� GIRDER 7 LONG NO STRAPS ARE REQ'D) a° SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-9' W SCALE: 112" =1'-0" a J ADDITIONAL STRAPS W M SEE STANDARD HEADER REQUIRED AT TOP PLATE TO L.LI CONNECTION DETAILS FOR STUDS TO MATCH HEADER Z 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 MORE INFORMATION STRAPS a o f CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN F SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE USP SPT4 W/ 6 10d X 1 1/2" MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS ()- o � @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO W OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE THEN DOWN THE FACE OF USP MP3 EACH END TYP. HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 * FOR OPENINGS LESS THAN 4'-0" WIDE, o° (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" Q.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) -16d W OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. 2 ROWS 10d @ INTERIOR HEADER 3" O/C (2} 2x SILL PLATE W/ (22) 1 Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS : (1) 2x SILL PLATE W/ (2)12dTOENAILS. U (2) 2x HEADER SEE PLAN EXTERIOR HEADERS 2x CRIPPLES @ 16" O.C. @ END OF HEADER. SEE W 2x STUDS @ 16" O.C. � W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2)12d TOENAILS. PROVIDE 2x4 ON (1) 2x SILL PLATE W/ (2)12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x � Ftio SILL PLATE W/ MP3 CLIPS EACH SIDE TOP OF 2x8 TO EXTERIOR HEADERS BLOCK OUT TOP (2) - 1 Od TOENAILS AT EACH (1) 2x SILL PLATE W/ (2)12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 1 Od TOENAILS AT EACH END OF M/N Op o PLATE ATTACH END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). W/ (2) 10d NAILS ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, @ 3" O.C. r8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, TOP SPLICE BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE INSTALLED AT SCALE: N.T.S. A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL ° 2 OF HEADER SEE Q/S4 FOR EACH END. 2x4 STUDS W title: INSTALLED AT EACH END DOUBLE N REQ'D JAMB INFO FLOOR DECK PER PLAN 2x8 TOP DETAILS 2x CRIPPLE AT EACH FLOOR TRUSS/ kJOIST SEE PLAN PLATE USP LSTA30 CENTERED END OF OPENING W/(22)10d NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON o NAILED TO STUD PACK CENTERED W/ (8) 1 Od NAILS 2x4 BEYOND 25 FLOOR DECK & (5)1/4 TAPCONS. project no. 2011003 W/ d NAILS 8 o.c. TIE BEAM AGAINST 2x8 CONTRACTOR MAY USE STUDS `-' FLOOR TRUSS/ ItiIOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 STUDS o checked: AB BELOW JAMBS 2x4 W/ 2 ROWS SEE PLAN FOR BEAM 1Od NAILS & (4) Y"x2Y" PER PLAN 3 drawn: SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: OF 1Od NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. date: 06-26-15 HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. 2nd AT LEAST4'-0"LONG. TYPICAL N scale: @ AS NOTED W/ HIGH BM 9 FLOOR [DOUBLE STRAP] ri0 TOP PLATE SPLICE DETAIL Ti� i SCALE: 1/2" = T-O" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" 0 a D2 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: 15/32" O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS V RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR CAULKISEALANT OR SOLDER AND RETURN UP JAMB 6" . USE BETWEEN PAN FLASHING LKIQUID NAIL BRAND OR EQUAL AND DECK FLASHING. Zx STUDS WATER PROOF CAULKING @ 16" O.C. TREX PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Z FLASHING AT LEDGER STOP FLASHING JUST ABV FIRST LAG SCREW AND AT MEN OQ 2ND FLOOR DECKING MEN I 0 NAIL BLOCKING TO LEDGER BOARD USP JUS28 @ 2x12'S TYP AT LEDGER 2x12 #2 SYP CONT LEDGERw/ (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 6 S.C.D. FLASHING AT BALCONY 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 ORIGINS STARTER BOARD TO OVER LAP LEDGER JOIST HANGER BEYOND NAIL BLKG TO LEDGER BOARD 1. EXTERIOR SHEATHING 2. RUBBER MEMBRANE 3. Z FLASHING AT LEDGER 4. BUILDING WRAP. REFER TO J/S6 USP JUS28 @ 2x12'S TYP FOR MORE INFO AT LEDGER USP HTA20 STRAP 2X12 #2 SYP JOISTS @ 16" O.C. EA. JOIST 2xl2 #2 SYP CONT LEDGER w/ (4) HOLD CEMENT — 1/4" x 4" LAG SCREWS SPACED PLASTER TIE BEAM W/ EVENLY @ I O.C. MAX ( EA. FINISH DOWN (1)#5 CONT. FLOOR TRUSS) LTEXTURED 3" FROM TOP CMU WALL OF LINTEL CEMENT PLASTER FINISH PRECAST LINTEL FLASH NC AT BALCONY 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 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 3" LINTEUCMU & (9) 10d NAILS c@ 24" O.C. WHEN RUNNING PARALLEL TO PRECAST LI NTEL M A %_. PROVIDE MSTAM16 STRAP w/ (5) 1/4" TAPCONS TO LINTEUCMU & (9) 10d NAILS @ 24" O.C. WHEN RUNNING PARALLEL TO PRECAST LINTEL TEXTURED TEXTURED CEMENT PLASTER CEMENT PLASTER FINISH FINISH RECOMMENDED DECK SPAN FLAT MEMBER UNIFORM LOAD ---- 100 PSF 200 PSF 1 Y4' 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 92 SYP @ 16" O.C. MAX (EA. FLOOR TRUSS) ; V_v__ 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 Block Slab 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 3" FROM TOP OF LINTEL PRECAST LINTEL FLASH NC AT BALCONY 40 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 buttjoints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor HTA20 @ 32" MAX O.C. 2x STUDS @ 16" O.C. NOTCH PLYWOOD @ HTA STRAPS ATTACH FLOOR SHEATHING TO LEDGER PER SCH. 2x8 SYP #2 P.T. LEDGER W/ 5/8" W.A. 4 1/2" EMBED @ 24" O.C. TIE BEAM W/ (1)#5 CONT. o. " 2'-3 1/2" 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. 0 w Er m (L z W W 2 Z 0 U) C0 a re 0 �i oc:) o MOO WJ 2 • rj � LL do � -2 c r` �o x W a 0 cU -a) z � O b LLZ zaW3 y��OZ Omc�a S�z F oa (w�}2OW G Q LO,p� � O F W ❑ U Z 0 z"�oc U' O 'e ma�ZOarnd wz�J LLWO-N0 �zooF`' pW 04 O z�z wry W2 Urz wg-= ZEn as NNr pQo wa3"r EE LL ow W 4 LLJ O 00 N��o oM� 0U o O F = U O N NiO�'J1Y�5Q.3'MMA1 title: Z aLO CN � w � Z W z � a � z W � y1 f w ROOFING DETAILS U z 0 z project no. 2011003 LD checked: AB drawn: date: 06-26-15 N scale: AS NOTED H I 0 } D3d 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- STRUCTURAL NOTES 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 31ST, 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, HOTTUBS 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. 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 t 2 INCHES (914 t 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 A 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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. 0 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(fMS 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 ed. 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 2,11.6. 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. ft. 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/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS 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 SYSTEMS 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 ed, (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C', IMPORTANCE FACTOR "I" =1.0. EN('LOSED 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 U240 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, fy = 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" GI-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: r, 1 X. GROUT FILLED MASONRY: 2 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE : 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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, PLACEMENTAND 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 Ksi 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 7116" 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, N FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 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 1/8" 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi 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 AREA 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 V 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 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 AI.S.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 3/16", 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 ed. (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 / Boracore treated lumber Soil 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 R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including �all risers and spray heads shall not be installed wihin V-0" of the building side wall. 4, FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth grade shall not be less than 6 inches. 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 backfill 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FRG R318.1.5 -;C%zate overrpour �nd mortar along the foundation perimeter must be remov re exte or sor 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 landscaping 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 by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has 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 14o MPH WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" 1y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" 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 8". 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. O O CV 00 CN U �Cf)0 0) O 1I�1,t N N N O 00� qt C 0 ti O t t� c Q MCD CU .a 0 LU N�a W pp g'}y+fi,!s�f � M 00 e���4 kT I•i �7p��f Yq 3 e'S,' 1 Y V N aj ul LLo ow P� r El( "" u% Lu 4 00 wr in 0 a w p '. \ aN W C4SS\O�i 0 w f 0 o °�f`�E(11aky�o yZLL �' z5 U ❑ o, V � N r10�'JN�SQ3'MMM LL W J Q1 Q ^� �1 ♦ 1 N ,CD L W HZ 1 ' Lo Z 0 0 Z W Z Q J W m W J_ U) title: 0 Z project no. 2017407 W checked: AB/EC 0 m drawn: LO date: 07-06-17 N Scale: O I 0 }S N a 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. I 7 L RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16' O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16- O.C. 13'4' (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'-0" (2)16d TOENAILS 2" X 10' @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (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 RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" Two 3/4" wood panels or 2 x _ 5000s 1.8/1.7 wood panels 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' 60 2.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 90" HOOK BOND BEAM ......: ' ' CONT. #5 FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 90" HOOK BOND BEAM ......: ' ' CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLtblock PLYWOOD FLOOR SEE PLAN FORSHEATHING PER PLAN COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TA PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap „ 2 max. A 4 max. 4_J Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. �q \ 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8' gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 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 LEAVINGY' GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION topflangthcue of ts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf 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 *-1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa Lam LVL or Glulam Beam NO HOLES (EXCEPT 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 kh Boise Joist Blocking Use 3"(10d) nails at 6" o.c. higher than 15001b. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s� BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls : - for vertical load transfer Plui when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below: Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I�loist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel Non -stacking walls Odnails SECTION � INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) io io 6„ A 12" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1y" 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 1y" 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. 1y" 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 1y" 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 BYANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jo USP MUGT15 TYP. �GIRDERTRUSS ° �\ r 2X TOP PLATE 5/8"8 THRU BOLT 2 X B.U.0 MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 7 MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS i'm No 1111MM Backer block (12" wide min.) =1 = 1 -- Nail with 10-10d nails. 1 I -- _ Install tight to top flange. SLEEVE THRU STEM 7 SEE PLAN FOR FOUNDATION INFO ' 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. gap Backer Block "Tap 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. o USP RT16 USING 16-8d x1 112" NAILS UPLIFT =1030# " TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'4" v CENETERED @ PIPE PENETRATION G < ; iI_- IL n 4 U PLUMBING LINE PVC OR SCH40 SLEEVE 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 r—PLUMBING LINE � L 4 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 r co., '02 M o -I-NppN M M C V �j tJfJ J � C 0 LL O QX.N cc n t.5'... �.._,. „.. 3 ci � o R 0 )viz U U P7 r z 001 Z z Z-* �� - , ® a Z.Q r YN `aa�ced. o W �jif$11tL o cw U �'4 w u ❑ U � N N'O�'ON3SQ3'MMM title: LL LIJ J Q1 Q L 1 CV LO W CN Z 1 N� Lo Q O Z Q 1 0 Z W Z Q J Q M� W W J U) --.......... Z =i1E9I ==1I_ �_I LI =! I; � project no. 2017407 a. a I �.=-1 I; 1 1 1 11l _I 4 a l _I w checked: AB/EC III- � -1 drawn: m ' LO date: 07-06-17 r, SEE FND. PLN. O SIZE & REINF. N scale: 0 I- I 0 CY } SN1 d 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. L (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 9-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) =111_I I I —I I I —I UNDERLAYMENT FOR ROOF=III III=) I I III -III -III-' T 12 (TYP.) VARIES INSULATI N BAFFLE�\ 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, 99 HOOK (SEE DETAIL PITCH 4X12. II=III=I ,I' PRE ENGINEERED WOOD ' I I � E, I III-� TRUSS 24" O.C. U.N.O. �—" =III III=III—III=III-1 11=III=1 I I —I I'_ HURRICANE ANCHOR EACH =III III=1 I-III=III III=III IIIII i I' @ III III-1 I I-1 I I-1 I I-1 I I-1 I I_ TRUSS (SEE UPLIFT SCHED.) W/ g-1 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE:3/4"=1'-0" SN1 S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. !!!AALUMINUM DRIP EDGE ALUMINUM FASCIA N O 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S"MORTAR ARCHITECTURAL 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 LU �_ NOTE:EXTEND WIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E_ ' C 00 � °� III III 6 MIL VAPOR D —III= - Z BARRIER III 9 III - COMP. SOIL. (COMPACTED TO 95% 1 11 III=III=III 1= MODIFIED PROCTOR I III 11i=1 I=III ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA - SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %Z' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS Z m I=1 I III —III 11E]11 III-1 �II II I II II•:°�: � ��� ..: II I III I� SEE Als3 0R J/ss -1 11111 11,1 FOR REINF. INFO. 3" MIN. CLEARANCE11 ; IIII 111= 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS Ki. 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. T 5/8"OR 1/2" HIGH STRENGTH ---- -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 GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %8' GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 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 4q1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-611. (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 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. < 8'-611. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SLAB &BLOCK P PT22 NNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/V21x SP SPT22 CONNECTOR 5/8 x 10" "J" BOLT @ 24" O.C. W/ jyy SSCO 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24"P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0"dK O.C. OR 5/8"x10'WEDGE ANCHOR O.C. OR 5/8"x1V WEDGE ANCHOR 2„x6W1.4xW1.4 @24"O.C.) 2" 6x6W1.4xW1.4 A.F.F. @ 24 O.C.) 4 31/2"MIN. 31/2" MIN. WWF OR FIBERMESH WWF OR FIBERMESH a � � - � <, n ° ELEV. 4-3112" Z A.F.F. 2x4 CONT, aILL 1/2„ (min.) „ z_ --i 1/2„ (min.) - 4" °° °° I1 II—N 3 GARAGE DEPTH VARIES _ —III=III III —11� I�! 1�1=1�1=1�1=1�1 I�II�II�I� II''ll =1I1=1I I I1=1I III=1I III —III 1-1 1=1I1=1I1=1I1=1 I I1- a.. 7 A` n. (2) #5 CONT. 4" - 1 11- —I _ 81, O #5 CONT. 2 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"=V-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" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2x BLOCKING ,ioW `� svofl QGy' 8" C.M.U. ( ) @ THIRD POINTS 2x STUDS @ 16" 0/C NOTE: /--l"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 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" Q/C W/ 2"°X 3116" 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 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE zo" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q W ^ END OF 2 x PLATE c / PER MANUF. w - ' I, ASSUMED FINISHED GRADE E ° p p ' ° • _ #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi U . �, T p D FINISH GRADE °O z [GRADE 60 MIN. Fy= 60ksi] a :: 1 III III D (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < X-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-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#) G E 6x6WIAxW1.4 WWF OR FIBERMESH II —III —III —III; o III III III —III— r MONO OR STEMWALL Z r> _ — I— �. p 25 MIN. LAP [30 MIN. LAP] g —I—I (— 1 III =III =1 p • —III =1 11 l FOOTING MONO SHOWN °; p - 00 —1 I I=1 -1 I - 60 =III W W II=III 1I1=1 _ __ _ —I FOR CLARITY ° 6 MIL VAPOR BARRIER -III D p e I !- -_ - T R 17/8 " - III —I !—III—III—I I- _, _ °, III _ _ ! III=III ! N z I —III III —III_ #5 REINFORCING BAR —' 1—III 111=III=111 III=1 1- ° ° Z =11 I 11 o . • ' -III r z III III=III I I=1 #5 LAP SPLICE 2 # 1 O 5 CONT. III-III=III, 11-III, ° > ,. NOTE: ;; I !ill -,11 1 (-- N ! a p p I III III= 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" *FOR BEARING WALL _ -I III ! I L ='. ! I i- '- COMP. SOIL. (COMPACTED TO = = -III -III I - (TYP.) I -III III III W/ UPLIFT ONLY 1- ' _-- 95% MODIFIED PROCTOR ASTM -III :I 10" __ _ I I_ -1 I I _1-I ,- I=='I = I -1 --_ 17. =; I --I I � ! � I iII III- I � ' + (= 1-III � I "I=,,, 1!=111,!i �l I!!1 ICI -III �!I=1i' D1557) III — 4" III=1 I —I 1=1 I 1 1-1 1 1-I I l-I I -I 1'-4„ III —I I -I 1 #6 REINFORCING BAR #5 STD. 90 HOOK #6LaPSPucE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r D x TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. BLOCK WALL BEYOND -71 13"— O.H.D. RECESS d /MI —III=1��11� I�I� I•�',:`,•. •._ Ili �I��I—� __----ll I'Illllllllll.a_:. '' �° I IIII �I I III IIII ;°% •� � . 1111111 SEE A/s3 OR J/s6 -III+ 111111 IIII 11 111 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT E S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB Oy .1 CONT. BEAD SEALANT zml -- a INTERIOR 2XSTUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2 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 d 6x6W1.4xW1.4 N ' WWF OR FIBERMESH 00 E - — �` M 6 MIL VAPOR BARRIER -_ =III I' I 3' i I__ -III lj ilk lj_ 111 I III I— I I d 11 4„ INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 31/2" nin.) 4" e0 REBAR DETAILS r F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH d GRADE a —1=111=11 I=111 --__ I —I I I —I I I-1 11=1 f 1=1 1 1= I a 1 1=11 1=11 1=1 1 1=1 1 1= MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=T-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 _N M E 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. ' M ;■ N ~ N U 000o ��0m O �} L J J c • 00 LL ti h m O ti J L Lm r to Co Y l x 4 r t t x ° v'1 01 $ •g ^ w �xE93@�ii�*x€e W �® rpl atog, w •E o z R. As `Z,•. COO Z rj= og~ 0- c F Z w '0ma o� aFL.OF � J J Oa — Z .• s 0zgoW W QQ ��KkESS�a ®� ga M In o aw W U LL O # !-ZLL pW U W 3 U ❑ W� a U --zr N Koo- asad'MMM LL W � Q Q Lo I N d- LO W N z 1 L0 0 0 z 1 0 z W z Q 0 M� W \W v) a a - - c - _ ° III-,-,-, ii - �- d. 4—I M III a III- Z 00 GRADE c7 w - 11_I Z w -I o w Cow III il. ... n� l III = 1 -_ III 11 I v a II ;,-'11= z o title: — -- _—IIIII . ILLO a 1- 1� —_� w — ,111-1 11=111-I 11, OOTING I ii I li= i i I- III __ I I v z FOR REINF. INFO. OPTION #1 PAD REINFORCEMENT .. it I 1. I II--•-=' ! - - !=I BEYOND -I' - ° 3"MIN. CLEARANCE SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH project no. 2017407 SLAB INFORMATION. SEE SCHEDULE W checked: AB/EC SLAB STEP & RECESS S.G.D. M PATIO COLUMN FTG. DETAIL N m drawn: SCALE: 3/4"=V-il S3 SCALE: N.T.S. S3 0 date: 07-06-17 N scale: H 2 0 }S3 a 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. ❑ ❑ ❑ ❑ 12 (TYP) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX —/ W/ 8" EMBEDMENT (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT TONEAILILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL K**_1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2 4 SPF #2 x . 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/ (3)10d TOENAILS T&B -- --� ---- -- AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +' STUD W/ (3) 10d NAILS I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ' AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) OOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" TO DRAIN WALL CLEAN -OUT rA SCALE: N7.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / ■�����I�■L�®I■�_WAM roirin . •.. •- . -. • • ; . •- • �7 ■■ ■■ill III■■ Milli IIII� ■ ■III MEN ■ ■l II HIM ■ Milli Illl� ■ ■Ill IIIIN ■ �IIII IRII� NOTES: (DRILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PRQVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR C GARAGE DOOR ROLLER CONNECTION ASSEMBLY .,.❑ GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. * : AP "; r • %, POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ FULL 8x8xl6 BLOCK WALL . ❑ GL DOOR OPENING DOOR OPENING DOOR OPENING 77777 EXTERIOR J ❑ ❑ WALL ❑ ❑ ❑ 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4. VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD_ co EACH END W L VJ 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P: 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM DOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic p�NpO� �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1y"@24" O.C. 10d 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 I 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) 1 (2) (1) USP LSTA30 9' -16' (3) (4) (2) 1 (4) (2) USP I RTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT 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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 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. USP HTT45 TYP. U.N.O. SEE NP p `* HOLD DOWN CONNECTIONS Op OO,Q NOT REQUIRED @ BEARING F�iNG WALLS NOTED WITHOUT UPLII P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 FF USP SPT4 SPT24 1 USP 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION rz P USP SPT4 TRANSOM FRAMING SEE SECTION AA/Si AND BB/Si FOR ADDITIONAL DETAILS LINTEL a SEE TYPICAL WALL SECTION 12 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD / 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 - 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- USP HTA20 @ EA. STUD LMAIN SPANit MOISTURE BARRIER t ROOF TRUSS UPLIFT CONNECTOR VX8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . NAILS TOTAL) EA, SIDE OF " 98., SPLICE STAGGERED ATTACH ALL J u❑ EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J USP SPT4 USP SPT24 C SP SPT4 Fr 2X TOP PLATE P�_OVERLAPPING `NAILED INTO 10d NAILS @ 6" TRANSOM FRAMING STAGGERED TRANSOM FRAMING P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SP SPT22 SP SPT4 USP SPT4 -BOLTS @ 24" O.C. RECESS ❑ MAX LINTEL 2X P.T. PLATE 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) TRUSS ABOVE Ir 2X BLOCKING O -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL USP USP SPT4 SPT24FF SP SPT4 C 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ❑ o o BEYOND. NAILED INTO `t TRANSOM / FRAMING `PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B USP— SPT22 C1 E a��M0 0 �M04 040.) tN1 0 J CO CO 1:; *7 LL p ! L � C r Q X01 r CD CD tB 0) ca 0• { a �•�< �} zWw NA0:vtv 00 zzaw; yn N CO o -.zg Or •• Za. DES Ate_ u1 ¢Za u, w o� ca FO; _� C ;LL_o 02 e`• h� a Wc�� oo'ga ` ' \� wzd�o�W W ' � 4 �ZLU o JESS �y W g A N /Bllillll'� from W Z �•m.0 4� � O F- D ti ^ Q � U m Lu U W �zWM U ❑ C U N NtO�'ON3SQ3'MMM & 8" O/C FIELD title: PLYWOOD SHEATHING z SP MASONRY o WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. s SPT4 USP MAX. (MIN. (2) PER BOTTOM N project no. 2017407 SPT4 PLATE) ALTERNATE: o checked: AB/EC 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED m drawn: PLATE MIN. 6" INTO BOND BEAM @ 24" O.C. date: 07-06-17 D FRAMING DETAILS ABOVE ENTRY R N scale: 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 @ f- I 0 } S4a 0 U U_ W J Q1 LO 1 N 'I- M LO LU N Q 1 LO Q qql Z C)1 O z W z 0 J 9 Q M W W J W The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:02. 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/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/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)1 Od @ 6" Q.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1od 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 CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM PER 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 T' 0/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 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAYVARY PER d MUNICIPALITY c �. N —_° d 'a °e I=1 I I 1=1 11=1 11=1 I — 'I 11=II\I�1=III ICI .. ° •� . 6x6 W1AxW1.4 III=11 =11 I—III=11 —I °. WWF OR FIBERMESH =III=III\ ( II ° -IIIIIIIIIIIIIIIIIIII III 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 _J w PLYWOOD SHEATHING a U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w Q� 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER r METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LL EliLAYER 1/8" THICK. INSULATION PER W 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 BILK. W11#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH — (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M S2 4"x4" INSPECTION PORT AT o: a EACH FILL CELL TYPICAL w cn d oL AT GARAGE CONTRACTOR Ln N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE "INISH GRADE 00 00 -III—III\ 1- CP 1=III=III- � -I III -III— I I\ -STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4 -III-,_B�, - (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION SCALE: 3/4"=1'-oil S6 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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 WALL--_ 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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. "END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST M 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. SPACER BLOCKS E S6 "7' CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST V-0" OF END WALL FROM EA. END. (TYP.) TOP & 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 177 @ 4" O/C, 2 ROWS STAGGERED Z 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 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2" 4" BLOCKING EMBEDMENT IN CONC. x 2ND FLOOR FRAME CONNECTION01R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��SSIIB SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0A PRE-ENGINEE FLOOR TRUSEE FLOOR CONNECTION 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 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" ��S6J NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING C/S3 FOR ADDITIONAL SPECS ON FLOOR 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 FITS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-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 '' I III 4. \ d° - • ° d° I I I 1-1 I I `� � I —III —111 I-1 A ' —I •.° : .! • ° ' � III I d � .°• �• I —III =III —I � 1= III —III-III 111 111 111 111=„III- �' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 2 - S.P.F. #2 CONST. GRADE TOP PLATE SPLICE MIN48"APART NAIL ING 1� OPENING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING C O 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" Q.C. W/8d COMMON NAIL OD NAIL INT. AT 6" O.C. W/8d COMMON NAIL )OR SYSTEM �E STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL IF FULL HEIGHT SHEATHING (FROM TOP O NO SPLICE @ HEADER - NAIL SHEATHING TO A HEADER W/8d COMMON NAIL@ 4" o/c OF TOP PLATE TO BOT. OF TRUSS) NO 2x4 P.T. BASE PLATE * 15/32" EXP 1 OR 7/16" STRUCTURAL 1 OSB MIN. PLYWOOD SHEATHING JOINT BLOCKING IS REQ'D. SAME NAILING PATTERN REQ'D WALL SHEATHING INSTALL. & NAILING SCHED. C SCALE: N.T.S. S6 sFF �o� N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B 10d 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 1'4 1 2 1 2 (1) USP LSTA30 4'-9 (2) 3 (2) (2) (1) USP LSTA30 9'-16' 1 (3) 3 (2) (3) (2) USP LSTA30 OAFN�R/OR NO 1 S4' BOX HEADER ONLY LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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"x10" 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. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED CONNECTIONS YY 7 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" 7 STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 2O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" 2"DIA.X 3/16" PLATT E WASHER OVER METAL LATH. FIRST 2 LAYERS 3/8" (MIN. SHEAR 3500#. MIN. TYPICAL THICK EACH, 3RD LAYER 1/8" THICK. TENSION 2600#.) 2500 PSI CONCRETE MIN. USP SPT22 @ EA. STUD SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH _ WEEP SCREED INSTALLED PER. MANUF. - r ° ° FINISH GRADE M A I I I11 i t \I I a Z III III —III 4 a III III r CY III —III II —III' (DN:00ON U 0 M 0., O_ 'a ice( _I 00 0p �OO N 4'1 L Cm Q x .N r 4— 'IT CO rn ®� 5 Op� 1"! P. i ,9qfQ mfff LU Ina g~g z oo� p til ,F vC9Ig • ` • Q, o°a �� z _ i" W O�d®"•.-.C1� �v`\`\`fie 'a g LL W o M �p+t � F` E A \\\\ ;CorW awl C NML �`'�p�f/ir�lll W NfV N o~ Mz at Q W U❑ U � N iYO�'DN$SQ3'MMM title: I- LL W J Q' LO 1 Q N LO LLJ N Q Z LO 0 Z Q 1 z z 0 W Q J �M LIJ W CD I. III ° = N project no. 2017407 ITffi o checked: AB/EC (3) # 5 REBAR ON 3" CHAIR 4" 1'_g" < WOMIN. CLEARANCE m drawn: LO date: 07-06-17 ALTERNATE FOOTING 0 V @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" scale: FOR ADDITIONAL S6 O INFORMATION, I (9 } S6a 0 U 1 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such, 0timCNI o 0 �CM N� O U c d v- t SEE STRUCTURAL Q X 'ro SEE STRUCTURAL NOTES AND 2x4 BLOCKING 2x4 "T" BLOCKING o CU W TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS ° -a NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS @ 48" O.C. 16d NAIL ca 2"x4" OUTLOOKER " SCHEDULE FOR „ „ � SHEATHING DETAIL NAILING SCHEDULE FOR L BRACE @ 24" O.C. USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" SHEATHING DETAIL 2x4 O.C. (OPTIONAL - SEE ATTACHED W/ • TOP CHORD EA OUTLOOKER ELEVATIONS 2x4 OUTLOOKER 10d NAILS @ 4" OUTLOOKER BACKNAIL W/ 2 TYPICAL �x BLOCKING FOR ) { ) F, s FIRST FOUR @ 24 O.C. SEE STRUCTURAL 16d NAILS @ �° 45° ± 24" MAX. 2X4 CONT'L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD ROWS OF TOP CORD BLOCKING 45°f TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB4.:� 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE L BRACING DETAIL EDGES OF 2x4 CROSSBRACE EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 5 TYPICAL @ RIDGE FASTENED AT 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 • SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. " "L" BRACE TO EXTEND EXTEND LEAST 90% OF „ APPROX. 8 FROM SHEATHING TYP. t Fs J 48 O.C. EACH JOINT W/ (3} 10d @ 8-0 O/C. @ ; USP 8 FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 T BLOCKING, MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ ZSTUD EACH JOINT W/ 2 10d & 2 i {) LENGTH (SEE TABLE) O O EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 2x4 BLOCKING @ K EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE 10d TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 48" O.C. - 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL • WALL SECTION FOR SPACING " P • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING 711 CDX PLYWOOD OR W/ 10d NAILS @ 4„ O.C. ' ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL GYPSUM WALL BOARD OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS NAILS @ 6" O.C. EDGES GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 1/2" CDX PLYWOOD OR O.C. FIELD 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM „ AND 12" O.C. FIELD END TYP. TOP & n " • 7/16 OSB SHEATHING 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 NAILS { " „ I @ 6" O.C. EDGES AND 12" @ W/ (2)16-dTOENAILS 2x4 T ON TOP OF PANEL _ INTO 2 x6 P.T. PLATE 2x4 LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING 48 2x4 BLOCKING SCALE: N.T.S. S5 } �L- 2x4 "T" ON TOP OF PANEL BLOCKING, BLOCKING, FASTEN WITH SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS " WEEP SCREED 10dx3 @ 4 OIC DIAPHRAGM FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL „ OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL ° - I INSTALLED PER MANUF. NOTCH L BRACE HERE BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36" 48" O/C ti MOISTURE BARRIER W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C O.C. GABLE TRUSS .'� " „ „ „ USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. 5/8 x 10 J BOLT @ 32 O.C. MINIMUM 6 FROM4 DBL. TOP TRUSS VERTICAL �•` 4 PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM PLATE STUD WALL VERT. WEB E O/C /C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) 2 2"x8" "L" BRACE �» { MAX.)) W/7-10dx1 1/2 AND TO MASONRY W/ (3) 3/16 x 21/4 TRUSS) USP SPT24 @ EACH STUD ( ) FASTENED WITH (3) NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 S ECT I 0 N 2 SECTION 3 SECTION (o" 4 16d PER SIDE WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE 7 " AS PER HIB 91SCALE: N.T.S. S5 N o N WIN 20-0 MAX 20-0" MAX W } �" �y�.,• '..",• �� 2x4 OUTLOOKER 8d 6"0/C G Lu 2 "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. o o �LU ^ i REFER TO SECTION W N SEE STRUCTURAL BACKNAIL W/ 16d NAILS (2) @ 24" O/C @ 2 x 4 BL%J /( ) 10d TOE NAILS EACH END @ @ 1A ON SHEET S5.1 _ .- "' " NOTES AND NAILING TOP CORD WOOD TRUSSES 24" O/C (TYP) FOR X-BRACING, AND N SCHEDULE FOR BLOCKING FOR TOP CHORD USP HGAM10 W/ (4) `� 90 °° SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS BLOCKING 1/4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ „ INFORMATION 1/4 BOLTS1/2" . 1 1 11 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCREWS WOOD TRUSSES CO � 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 1 2^ 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 NAILS @ EA. END GABLETRUSS z TRUSS SPANS ATTACHED W/ 2 -16d 4 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING W/(3) 10d x 3' @ a _ AT EA. TRUSS JOINT U (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 FIRST ( @(44) )48' O/C FOR THE ROWS OF ; (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 TRUSSES FROM EA. = EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3116"x1-3/4" MOISTURE BARRIER O/CW/2-16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & �, JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED \ I SEE PLAN FOR „ 1/2 SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS yam- ONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL W ---- d UJ ct 0 , v o 0 o z o w w 0 ' O , o LU LU HIM] d w � )0Z O wacai0L, � Y Ezi DU�� [q (� •« 9 & — s' w 'a,• wrn c ? W y1� "�y`e V2 o ES ``•.• LLOVOH W -�O Cj (~y # Q wwm U ❑ 0 U � N AiO�'DN3SQ3'MMM a 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 "T" ON TOP OF PANEL �I _ ARCHITECTURAL FINISH a OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD UJ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ F 1 Odx3" @ 4" O/C (2) 12d TOENAILS THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR z EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION w COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. a SECTION BEARING LOCATION (UNEVEN CLG-) REQUIRED MINIMUM PERMANENT BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-a" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 E uss c G y W ADDITIONAL INFORMATION. SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI 1-03 SCALE: N.T.S. w SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. �S5� S5 _I z Q SCISSOR TRUSS LO 1 Q N 47 t/= 45° 2"x4" OUTLOOKER @ 24" 12 a O.C. W/ (2) 10d PER JOINT 6.9 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 ,ram JOINT 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N,O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-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 0 W 2X4 BRACING @ 48" O.C. CONTINUOUS W TO FIXED LOCATION ATTACHED W/ a 2-10d @ EA. TRUSS (NOTE: BRACING LU MAY BE PLACED ON EITHER TOP OR 3 W N Q z L_ 0 BOTTOM OF THE BOTTOM CORD) = Q �— p U 3 ° z Q 1,z0 z L „ „ ALTERNATE NON -DROP a W CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT NOTE: o J MINIMUM 2x4 TRUSS BRACING W GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING LU W SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS N CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. S5 SCALE: N.T.S. 55 3) SEE 6/S5 FOR MORE INFO. o J W/ DROP CEILING BRACING DETAILLU —//�� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS ul CD � 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION LU z U "L" BRACE W/ 10d @ 4" O.C. 12 3 °, to 12 (SEE SCHEDULE FOR SIZE END JACK AND LOCATION) 6.9 MAX. 12 DOUBLE TOP PLATE z 6.9 MAX.. "L" BRACE W11 Qd @ 4" O/C 6•g MAX. 5 (SEE SCHEDULE FOR SIZE 11'-0" MAX. 5 S5 AND LOCATION) w S5 y x LU w 2X4 LEDGER o ABLE TRUSS USP LSTA 18 Y CORNERJACK W a Q W title: _ W 7. y W6 .•l��,.. `fZ • •p .. r •* '•' 1•' .• '��� .h•!. 'i''• �i !. i .v �r• ..J '%..i �`�'�• '• '�i' ,.• •n, •t�: Z ----- -- 1--- project no. 2017407 — �- —T—� _ --- —�'-------��-----��_---- --- it_—_�i JI checked: AB/EC - — —� l------I�- ----_ --� --- --� �TUDS 16" O.C. m drawn: j',I ��—�� DBL. TOP PLATE CONT.BEARwG oNr.BEARiNG usPHGAto(rra.) sruos@is^o.c. USP@EACHS HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL date: 07-06-17 GABLE END BRACING DETAIL �EACH$TUD ° GABLE END BRACING DETAIL SCALE: MEAN WALL HEIGHT UP TO30'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S. N 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 0 F I 0 }S5 a 0 • V The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. FL#2197-R5 Code Type Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Seq # Product Model. Number or Name 1 M18SHS 2 Mil 18 3 MT18HS 4 MT20 5 MT20HS FL#1630-RB Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-RB Products Sea # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D FL#1774-R4 Code Type Versio Manufacturer Revision 2014 Commercial Concrete Products,lnc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model, Number or Name 1 Quality Precast or Commercial Concrete Products Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity or ate Date Date Pending fig Contact Engineer&License Validated Bv idated Submitted FBC Approval Aooroved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314)851-7480 LLC. dwert@mii.com (205) 599-9800 • Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A NIA 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 1213112017 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or ,rye Date Date Pendina Date Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.a n derson2@weyerhae usercom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood 1-joist 03131/2017 No Yes N/A NIA Prefabricated Wood 1-joist 03/31'/2017 No Yes NIA NIA Prefabricated Wood 1-joist 0313V2017 No Yes N/A NIA Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer &License Robert Gillis THUY H. HUYNH (813)659-3707 PE-60122 precastgator@yahco.com Product Description Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A FL#1644-R4 Code Type Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Seq # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code TVDe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model, Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board FL#5450-R5 Code TV4e Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Seq # Product Model. Number or Name 1 PSbox8LT, PSbox8LT(5-5/8) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA-The Engineered 05/27/2015 05t06/2015 06/02f2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01/2035 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Date Dade Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 jim anderson2@weyerhae usercom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A board Rim Board Laminated Veneer Lumber 03131/2017 No Yes NIA NIA Parallel Strand Lumber 03/31/2017 No Yes N/A NIA Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/0512016 Approved (253) 924-4084 (608) 839-1344 j i m.a n d e rs o n 2@ we ye rh ae user corn Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/3V2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA NIA board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License william powers Steven W, Schaub (602) 437-1160 PE-60509 bilI@powerssteel.com Product Description Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMU EL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/27/2017 No Yes N/A N/A FL#1645-R4 Code Type Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model, Number or Name 1 AJS Joists FL#158-R7 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Seq # Product Model, Number or Name 1 High Strength Concrete Lintels FL#158-R8 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-RB Products Sea # Product Model, Number or Name 1 High Strength Concrete Lintels FL#11383-R4 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Sea # Product Model, Number or Name 1 PowerBOXB Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity ar Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/2712015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood "l"a Joists 01/0112035 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/9/2017 Entity or Date Date Date Pending Date Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Craig Parrinc Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03118/2015 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A NIA Entity or Date Date Date Pending Date Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (813) 621-4641 (786) 315-2590 eparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/2112017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License William powers Steven Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Description Powers Steel Lintels are field assembled consisting of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2017 No Yes N/A NIA -6--0 (D N U) CU (D ♦-, CD L CL 0_ o 4- ^^O C/) 0 c 0 Q o a> Oca O CIO U_ 0 -� C E L O �/j� 0 0 ■ IIIIIIIIIIIIIIIIIIII� -+--+ CIO IN W W V I 0 ICU 0- CD Q_ CL �J V 0 QD v'W^ '! V �� W Q V L M W W � ¢ W z J z J SHEET NO. PA 1.3, R y QD _ _ U) U p Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 1/9/1017 Q O (a Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 }� Building Codes and Standards 1/912017 Building Codes and Standards 2/6/2017 Product Approval Application Detail (u U) Product Approval Application Detail Product Approval Application Detail FL#5219-R3 O O .a -0 � 2 FL#12328-R7 Products Code Entityor Date Date Date Pendino Date Q C Q j Quality Assurance Approved for Use Approved for Use Impact Design FL#21675-RO Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Q LL i 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 04/29/2015 05/10/2015 06/23/2015 Approved _ Code Entityor Date Date Date Pending Date 248-3456 PE-31242 317-8454 ICU ',I—SubCategory: CU 6 No. 15 UL Asphalt saturated organic fait 01/07/2019 No Yes NIA N/A Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) (717) 0 � 0 0 New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02103/2017 Roofing Accessories that are an Integral Part of the Roofing System flvalidation@yahoo.com �%! •� E 0 Approved Compliance Method: Evaluation Report from a ^+ L W }+ Q Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida cc 0 Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer CIO�� }� Compliance Method: Evaluation Report from a m FLff5279-R3 Products Code Version: 2014 FL M. 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL FL#21675-RO Products 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- "Flat Top Off Ridge Vent with Baffle for Tile"a Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Numberor 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, 01101/2018 No Yes NIA NIA Wood Deck VM 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 Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&qur)t, 8', or 10'. Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- "Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4',, 6Ƈ, 12/31/2019 No Yes No NIA for Shingles" 8', or 10' Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/10/2017 Florida Department of Business & Professional Regulation Page 1 of 1 LUProduct Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards 1/10/2017 Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pendina Date FL#16588-R1 Tvpe rsio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Code Tvpe Versio Manufacturer Entity orEntityor Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05101/2015 05101/2015 05I1012015 06/2212015 Approved Code L Date Date Date Pending Date Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27l2015 02/27l2015 03/09/2015 Approved SubCategory: Roofing Accessories that are an acarter@lomanxo.com Affirmation 2014 O'Ha in Manufacturing, LLC 9 9� Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 9 ry 06/17/2015 06/17/2015 06/25/2015 Approved PP Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 SubCategory: Roofing Accessories that are an clark@flamco.com Com ligilce Method: Evaluation Report a P P SubCategory: Roofin Accessories that are an 9 ry 9 daniels oho in.com 9 @ 9 Integral Part of the Roofing System 9 9 � Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202-R1 Products FL#16588-R1 Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Im pact 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 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air" DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07110/2019 No Yes No +97.5/-97.5 1 0'Hagin'.s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04104/2018 Yes Yes NIA NIA 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes NIA N/A Mechanically Attached to Plywood Deck. 2 OmniRidge®, PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07110/2019 No Yes No +N/Al-165 Attached to OSB or Plywood Deck. CIO (D Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 1/9rz017 C) Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/9/2017 Code Entity or Date Date Date Pendino Date Tvpe Versio manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O 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 08/23/2015 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 1/9rz017 ■ � 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 CIO Tvpe Versio Manufacturer Contact Engineer & 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 09/1012015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing g ry: g (602) 269.2288 (205) 854-6160 Quality Approved for Use Approved for Use Impact Design Code Entity or t L Date Date Date Pending Date SubCategory: Roofing Tiles thomasjemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure Type 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 PaneWHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 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 05/03/2015 06/2312015 Approved ■ — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 — 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes NIA SubCategory: Fabric Storm Panel tim.robinson@gppent.com FL#7849-R9 Products 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 Architector a Licensed Florida Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 00 - Shake, Slate amp; Split Shake Flat Profile -Stockton 12/31/2018 No Yes NIA NIA Code Enti or Date Date Date Pending Date FL#15088-RI Products 14 9 Slate Saxony 900 - Country Slate,, Shake & Slate Flay Profile -Henderson 12/31Y2018 No Yes NIA N/A T e Versio �� Manufacturer Contact Engineer & License Validated By Validated Submitted pp FBC Approval Ad Approved us Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate Split Flat Profile - Lake Wales 12131/2018 No Yes NIA 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 Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes NIA 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31=18 No Yes NIA NIA 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 12/3l/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida (D 25 Villa 900 Medium Profile - Denver 12131/2018 8 No No Yes Yes NIA N/A N/A NIA Professional Engineer 26 Villa 900 Medium Profile - Stockton 12131/201 FL#15076-114 Products Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 1 20 Gage Galvanized Steel Storm PaneIs/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes NIA or not by tracks to provide hurricane protection. O 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes NIA CC or not by tracks to provide hurricane protection. / O L U CIO -0 Florida Department of Business & Professional Regulation Pagel of 1 O Building Codes and Standards 1/9r2017 �, L Florida Department of Business & Professional Regulation Page t of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Product Approval Application Detail Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity or Die Date Date Pending Date ICU Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCADProval Approved Status FL#17869-RO FL#1999-R5 M Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05104/2015 06/22/2015 Approved ■ ■ ■ Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Code Tvpe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Compliance Method: Evaluation Reportfrom a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07103/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Levis ICC 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 (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates sleWs@alpineitw.com FL#12856-R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity L Quality Assurance Approved for Use Approved for Use Impact Resistant Design Pressure Professional Engineer FL#1999-R5 Products ICU Sea # 1 Product Model. Number or Name 0.050& uot, Aluminum Storm Panel q Product Description Contract Expiration Date 0.050& uot, Aluminum Storm Panel with Optional 12131/2018 q p in HVHZ No Outside HVHZ Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design LJ,J 2 "Safety Edge" Storm Panels Clear Panels Edge" Storm Panels, 28ga 1213112018 No Yes Yes +54/-54 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 "Safety Seq # 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 1213112020 Yes Yes N/A NIA (0.018"a") Steel, 0.022" Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12131/2017 No Yes Yes NIA 2 ITW BCG Hinge Plate Metal Connector Plate 12/3112020 Yes Yes NIA N/A Q and Non-Perf), Clear Polycarb (Full and Half) 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A NIA Z ■ 3 24ga Steel Storm Panel 24ga (0.0232") Steel Storm Panel with Optional 12/31/2018 No Yes Yes +1001-100 4 ITW BCG Wave Metal Connector Plate 12/31f2020 Yes Yes NIA N/A J Clear Panels Z 4 Aluminum Hinged Storm Panel .050"a Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel Q J d SHEET NO. PA 1,2 CD Co CU L C Q O O C CU Florida Department of Business & Professional Regulation Pagel oft Florida Department of Business &Professional Regulation Pagel oft Ate+ •�� V �✓ ^, F Building Codes and Standards 119/2017 Building Codes and Standards 1/92017 !^`= (� C Florida Department of Business & Professional Regulation Page 1 of W+ -0 V Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1ls2017 0 0 Q> FL#15000-R2 Product Approval Application Detail L 0 0- CO FL#15225-R3 Code Entityor Date Date Date Pending Date Code Type Versio Manufacturer Entity or t Contact Eno ineer&License Validated By Date Date Validated Submitted Date Pending FBC Approval Dater Approved Status FL#15332-R3 Products ICU0 cc Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O 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 07105/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impa Design 0 Category: Exterior Doors g ry: (419) 298-1740 Management Inst lute (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 (D (n LL Subcategory: Swinging Exterior Door Assemblies rickvY@rvvbldgconsultants. Subcategory: Swinging onDoor Assemblies wbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES ALUMINUM SGD REINFORCED OX, 1213112017 No Yes No N/A 0 C Compliance Method: Certification Mark or Listing corn Evaluation Compliance Method: Evaluation Report from a corn corn XO, XX 9 6& ot; � y� }� Q Florida Registered Architect ora Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED 20 ALUMINUM SERIES 420 ALUMINUM SGD REINFORCED XXX 1213112017 No Yes No N/A � FL#15225-R3 Products Professional Engineer 143"x96" 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 1213112017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 4301440 ALUMINUM SGD At; SERIES 430/440 ALUMINUM SGD XXX 12/3112017 SERIES No Yes No N/A 5 e. "Smooth-Star"a and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A Quality Assurance Approved for Use Aooroved for Use Impact Design 143"x8D" NON -REINFORCED Therma-Tru", and without Sidelites. Inswing and Outswing 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 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. onstru remium "Bench, 6/8 and 8/0 Opaque and Glazed Steel Door with 1213112021 No Yes No N/A 1 a. ",Fiber-Classic" or "Smooth-Star"a 6'8 "Non-Impact" Opaque Fiberglass 12/3112018 Yes Yes No N/A XXX 143"x96" ries&q ark by Series&quoY, and "Benchmark by Therma-Tru"a Tru Transoms. With and vhthout Sidelites. Inswing and with Transoms Outswing Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119rz017 Florida Department of Business & Professional Regulation Page 1 of Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 LU FL#15279-114 Building Codes and Standards 1/102017 Product Approval Application Detail Code Entity or Date Date Data Pending Date Product Approval Application Detail Tvpe Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-R6 Code Entity or Date Date Date Pending Date Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC, Approval Approved Status Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Code Type Versio Manufacturer Entity or Contact Engineer&License Validated By Date Date Validated Submitted Date Pentlina FBC Approval Date Approved Status Revision 2014 MI Windows and Doors Brent Sitin er Luis Roberto Lomas Steven M. Urich, PE 9 06/30/2015 05/25/2015 07/06/2015 08/19/2015 Approved PP Compliance Method: Certification Mark or Listing Category: Windows g ry (717) 365-3300 PE-62514 71 317-8454 Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27/2015 Approved PP Subcategory: Single Hung bsitlinger@miwd.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Reportfrom 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" vvide) 05/21/2028 No Yes No +30 PSFI-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, 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 ED5S, ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/3112017 Yes Yes Yes NIA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No NIA 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 15D0, 190, 4RST, Steel Pan min. 25 a. Double -Car 9'2" 16'0" 0512112028. ( 9 ) ( No Yes No +30 PSFI-30 2 M. CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes WA 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUM I NUM SH NI 54X72 12/31/2017 No Yes No NIA 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&4174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12131/2017 No Yes No NIA GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-2F153: 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 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12131/2017 No Yes No N/A 4RST, 6RST, GD5S, GR58, AR5S, ED5S WINDCODE® W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97 to 16'2" 05121/2028 No Yes No +37 PSFI-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE®, W6 Garage Door PSF W C) Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 1/92017 Building Codes and Standards V92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel or1 O Product Approval Application Detail Building Codes and Standards 1/9rz017 ■ I� FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date co Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer& License ValidatedBv Validated Submitted FBC Approval Approved Status FL#15333-R2 Type Versio Manufacturer Contact Engineer & License Validated Bv Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/0112015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/1012015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Code Entity o Date Date Date Pending Date U Category: Windows (717) 365-3300 PE-82514 (717) 317-8454 Subcategory: Fixed bsitlinger@miwd.com Versi Type o Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status ■ � Subcategory: Horizontal Slider bsitlinger@mMd.com Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 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 g ry: (717) 365-3300 PE-62514 (717) 317-8454 Florida Registered Architect or a Licensed Florida Professional Engineer Subcategory: Mullions bsitlinger@mMd.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 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 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 PJJ SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12131/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No NIA Quality Assurance Approved for Use Approved for Use Impact Design 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 12131/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No NIA 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 1213112017 No Yes Yes NIA 72X54 FLANGE 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No NIA 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No NIA ♦0-0 SLIDER 9 PW NI 72X72 FIN 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER GA 198 SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 SLIDER No Yes No NIA SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No N/A Y/ W^ 1 r V / o CIO O L CID CL Q V CIO Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of C Building Codes and Standards 1/92017 Building Codes and Standards 1/9f2017 Building Codes and Standards 1/92017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n ICU FL#13192-R4 FL#15272-R1 FL#5444-R10 Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer& License ValidatedBv Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie BuildingProducts Inc. Pin Shen Zhu Ronald I. O awa John Southard P.E. 9 9 9 � 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved PP Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ran J. King, P.E. Y 9 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved PP Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Nieminen John W. Knezevich PE � 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval 9 PP Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651.5847 PE-59166 (954) 772-6224 Subcategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nhompson@alside.cum Subcategory: Asphalt Shingles mark. d.harner@saint-gob Compliance Method: Evaluation Report from a die.com 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 Professional Engineer Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-Ri Products /L Products W Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Aporoved for Use Impact DesignFL#5444-R70 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 Impact Desian 1 Cemplank Lap Siding fiber -cement lap siding 01/0112018 Yes Yes N/A N/A 1 a. "2T" Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No NIA Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q QD 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes NIA N/A 2 b. "Alliance T4" Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No NIA 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/0312017 No Yes N/A NIA Z architectural asphalt roof shingles J Z Q _ J SHEET NO. PA 1.1 E 1 _I.I..1.../L ':teL IL:_..�+tl-� l' I LYL-. tl1lWWLJ- I�IdIWl�19�11 ^W fi^ _ ^V^'' > ^W fV�' L .0 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation RepoOQQ 0 ^O Stock N o. ProductApproval No. Basis Stock No. ProductApproval No. Basis �771V --r W AR HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET O LL HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2548 As required by Florida Statute 553.842 and Florida Administrative Code 8B-72, please provide the information and approval numbers on the building components lisped below if H D28-2 F Lt 7232.3 ESR-3445 H U28-2 FL10655.34 ESR-2548 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local productsupplier should you not know the H0410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 � HD610 FL1.7232.4 ESR-3445 HU610 FL10655.51 ESR-2549 Category/Subcategory Manufacturer Product DescMptlon Approval Number(s) TestPressures Clio1. EXTERIOR DOORS HD0410 FL17241.5 ESRv'444 HUCI2410 FL11468.11 SIM200804 A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf HGAIOKT FL77236.6 ESR3448 HGAIOKT FL11470.4 SIM200803 ThermaTru Premium, Construction Series and Benchmark FL15225.6 +470/-47psf HGAMIOKT FL17689.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 H HCP2 F L17236.7 ES R.'448 HCP2 F L10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA76 FL71473.5 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 HTTS FL172192 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR 2813 HTW20 FL17244.8 ESR3455 HTS30 FL10456.28 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 F L7 7244.8 ESR�455 HTSM20 F L11473.11 SIM200802 General Aluminum Company Series 1800/1970 FL15217.7 - FL15217.9 +40.0l50.0 psF HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0l-00.0 psf HTWM20 FL6223.2 Evaluation Report HGT3 FL1045B.19 ESR-2613 General Aluminum Company Series 1980/1990 FL75288.3 - FL15288.4 +400/-00.0 psf HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655:92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS2122 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.86 ESR-2548 HU626 FL17232.7 ESR-3445 HUS28-7 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR3445 LV24 FL10655.103 ESR-2549 3. PANEL WALL HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-25 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 FL10855.112 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 LEGS FL10667.71 ESR-2615 J US46 FL17232.12 ESR-3445 MST60 F L10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 F Li 0852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 F L7 0852.4 ESR-2105 LSTA15 FL17244.18 ESR3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.1$ ESR-3455 LSTA30 F L10852.4 ESR-2105 LSTA24 FL17244.1$ ESR-3455 LSTA36 F Lt 0852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 F L11496.3 ER-130 LSTA36 FL17244.18 ESR3455 LTT20B F L11496.3 ER-130 Bore Tile Saxony 900 FL7849.13 - FL7849.16 NIA LTS19 FL17218.3 ER-0200 LTTI31 FL71496.3 ER-130 LTS20B FL77219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 L530 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.18 ESR-2606 MP34 FL1724423 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1418 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL77240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-21l)5 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 M5TA36 FL17244.18 ESR3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL1724426 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MT516 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL70456.35 ESR-2613 MTW16 FL17244.8 ESR3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT F L11470.9 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 FL5782 Evaluation Report HDU2-SD52.5 FL70441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. NFM35X76U FL578.3 Evaluation Report GLTV3.516 FL70667.8 ESR-2615 PAU44 FL17239.13 ESR-3448 F GTR F L11473.2 SIM200802 PAU68 FL17239.13 ESR-3448 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456:6 ESR-2613 RFUS FL6223.5 Evalua tClio > i on Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT76-2 FL17236.10 ESR-3448 H4 FL10458.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17238.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL17470.3 SIM200803 RT7 FL77236.11 ESR-3448 SP1 FL10456.41 ESR: 2613 RT7A FL17236.11 ESR-3448 SP2 FL1l}456.42 ESR-2613 RTBA FL17236.11 ESR-3448 SP4 FL10456.43 ESR 2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR 2813 SPT24 FL17244.31 ESR-3455 SIPS FLt0456.45 ESR 2813 O SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2813 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2813 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL70655.3 ESR-2549 S PTHB FL17244,32 ESR�455 HH US410 F L10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 T.HD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL70441.1 ESR-2330 cc THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 51M200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD812 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL71473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHDB FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 z ..0 ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-00.0 psf C. SECTIONAL Clopey Building Products; Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Cbpay Building Product Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-00.0 psf Clopey Building Products Residential VMndCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopey Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/�1.0 psf D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 NIA (see !net eht) 2. WINDOWS A. SINGLE. HUNG General Aluminum Company Series 1550/1570 FLt5217.4 - FL75217.5 +50.0/fi5.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL75278.4 - 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 49 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 - FL75272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Temko 151b Felt Underlayment FL72328.6 NIA HameGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 NIA 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 Exahuat Vent FL17202.1 NIA O'Hagin Manufachrring, LLC O'Hagin's Claakded Vent Tile FL16588.1 NIA E. ROOFING TILES Borel Tile Villa 900 FL7849.24- FL7848.26 N/A F. OTHER 5. 3HUTTER3 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 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 FL77868.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt .ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL7999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Verse -Lam SP FL1644.1 NIA Boise Eng. Wood Prod. Wood I-JcistsALLJOIST FL1645.1 NIA 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 FL7774 N/A Powers Steel, Inc, PSboxBLT, PSbox8LT(5 5/8) FL5450.1 N/A Powers Steel, Inc. PawerBOXB 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 characteristieswhich the product was tested and certified to compl y with, 3) copy of APPLICANT SIGNATURE DATE E y� '02 U LL It— L 1X4 /2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO SHT. SDW2-Ki TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1X4 1 X 4 O FURRING 3 1/4 LONG X 3/16 FURRING 3/16" 0 X 3" LONG TAPCONS O FURRING 3/16" o X 3-1/2" LONG TAPCON. INTO STAGGERED @ 16° TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 O.C. 2-ROWS INTO P.T. STAGGERED @ i6" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 11 3 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4 FROM " 1X4 P.T. 3/16x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2„ DRYWALL DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS j/ FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"o X 3" j 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL MAX." ♦ UNACCEPTABLE INSTALLTION , Co 42 DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. m PROPER INSTALLATION � FILL SOLID BOTH CELLS #5 REB (TYP) STD. 90 HOOK t5n NOTCH WEB AT FIRST 2 COURS #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ti 2X BOTTOM PLATE W/ 8d @ 4" !"( AR AND NAILED W/ 8d COMMON @ „ O.C., 2 ROWS STAGGERED V O.C. EDGES AND 12" O.C. FIELD � 15D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d A A -- @ TOP & BTTM CHORD, AND (8) _ `�:. FACE NAILS 10d TRUSS VERT. TYP.) @ WEB METAL SEAT PLATE ;4% NOTE: LAP SHEATHING TO BOTTOM OF BANDI JOIST TYPICAL _. a f2° NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS l } 1141 1/2" SCREWS INTO BAND } JOIST & (4) 3/16"x1-3/4" WEDGE THE BOLTS INTO K.O. BLOCK ES z EO CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN o • cl SCALE: N.T.S.FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP L SCALE: N.T.S. = m*a SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.'` e " I 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 BILK.) 1/4" MAX r Z: 7 8SOLID W/GROUT " 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ARCH BLKG. & BUCK USP RT16M W/ (8) NA11 NAILS & (6) T" x a' w alc illEllO tI!/ BLOCK HEADER Z W�® ujdi TAPCONS 00 yv �` 1/2" DRYWALL * �/ {IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ {6) Q 3 ��ew q 'j/,` 10d NAILS x 1?' NAILS AND J Z ` 7 •(���,• Z a w � '� dA�= '- �••• i 8d NAILS AT 8" O.C. AT BUCK {4) " X 1 "WEDGE BOLTS [ (1) STRAP = 1225 # Z R N o LEAVE A CUT OUT IN O.S.B. ON THE a w - `' p W 2 x 8 45' DIAGONAL 4 10d NAILS INTO w o F w ©� Z {) 2 STRAPS 2450# o LL INSIDE TO ALLOW FOR INSULATION {) )) U o p BRACE(S) 7/16 OSB 2 X 8 BRACE/ BLKG. TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2' 3 � d Z. � " o � " CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST Yam a �•� WC CONTACT ENGINEER OF RECORD FOR z w - BUILT UPPLWD. BUCK ARCH PANEL IN PLACE BEAM FURTHER INSTRUCTIONS w • •"' • • .. •+• POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) w a W BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS Z U, Z LL F E S CONNECT W/ 8d NAILS BRACE/ BLKG. INTO 2 X 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN W a _ I`c' C7 Z D U �_, �,,- N.T.S.= W d'NC�-�yX ��IIfEt Ld INSTALL WOW. SCREW ANCHO 2 X 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3 "' ° o -0 $ Q INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) m I-" -4� U 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3l4" ro 1 1/2° _ w ❑ INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP 02 CONT. (MATCH TRUSS DEPTH ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. ~ " N �oo'oxasaa°MMM START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%z" WOOD % / NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY O / -toll(2) 10d NAILS @ 8" O.C. ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" FRyq TO TRUSS TOP CHORD 1 -0rr 5r-O„ SCALE: N.T.S. SS 12 / + + N Ol JACK TRUSS PROVIDED BY SEE �' + CFN H PLYWOOD SHEATHING TRUSS COMPANY OR PLAN / O + 2x6 #2 SYP @ 24" O.C. ; + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS o WITH 1/4" x 3 1/4" TAPCON (1 1/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED a /4„ MAX EMBEDMENT INTO } PER NAILING SCHEDULE YtALL /� TRUSS + TO SUPPORT b #5 BAR LU a 2'-0,- 8,� / + + SOFFIT 1 p s, BLOCK HEADER 5 -12d NAILS + 9� H f, N TOCENTEP W/ W SOLID BLKG. AT TOP BTWN. ARCH { ) 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A j // 2X4 SYP ¢ p KNOCKOUT / 0 I— EACH TRUSS CHAIR BLOCK ILL 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d / O — I - + - ,f f W NAILS AT EA. END PROVIDE 2x CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. O CONT. W/ 3 MONO FOOTING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS ; / SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY f SEE LINTEL AND SECTION DETAILS „ o j Z LEAVE ACUT OUT IN O.S.B. ON TI MIN. OF START OF SCHED. ' ; < LO 1 TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24i " O.C. , / ENTER SO IT DIRT ' Z TO BE INSTALLED / Lu 4'-0" MAX SEE PLAN < STANDARD c BUILT UP PLWD. BUCK - / PRECAST LINTEL _ w W N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN _ ` 90 HOOK TO FIT ARCH CONNECT W/ (} + " FOR OVER HANG FILLED CELL a START OF ARC IF TRUSSES USED W/ 2 #6 X 4/2 WOOD �.fN t, � � , , , a r -a� W Lo 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WOW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" _ qql ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. . �� s _ STEMWALL FOOTING SIZE AND o PER INSTALLATION DETAILS ARCH DETAIL K SECTION n ENTRYSECTION n ROOF EXTENSION M REINF. PERLAN AND STEMWALL Q 0 OI B-6 SCALE: N.T.S. SS SCALE: 3/4"= 1 0" rL SCALE: 3/4"=11 0" MONO TO STEMWALL FOOTING SECTION DETAILS Z 0 Lo SS SS w Q SCALE: 3/4" = T-0" a° LLI m GLASS BLOCK INSTALLATION NOTES o J M NOTE: IF RETROFIT FILLED CELL CONDITIONS W A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD En W AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. 4 B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP ! > EXTENDS TO SILL. K J EXISTING BOND BEAM. w C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR o D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR DRILL 3/4"X6" MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO SET BAR IN EPDXY o 20 a. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT45 W/ (18) -10d NAILS TO CAP TO PREVENT LEAKAGE Lu BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO w COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED WIirEXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON "SET' EPDXY MIN. z0 COVER 6�_p" 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. a FILL CELL FULL HEIGHT W/ w OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP o LLo v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p o P v a A REINFORCING AS FOLLOWS: ,' �- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p o I =III=III=III=III=III, CO "`�4 _'= = = =� I v z X6 EMBEDDED INTO o PRESS PANEL REINFORCING INTO PLACE. _ D D - 6 MIN. LAP SPLICE W/ III —III —III- � � EXISTING FOOTING 2-#5X6 IN CONC. ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL =III=III= a `-' REINFORCING PANEL III=III—I N FILLED CELL r 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 G III —III- SET BAR IN EPDXY w FURROW. MAINTAIN UNIFORM JOINT WIDTH. " GRADE o p . P — ., 6 MIN. LAP � o :�::�: � title: Q O Lu G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N w REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o 9 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT fl ' a ;4" SAW CUT o SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 25 GLASS BLOCK DETAIL \ 2 #5 REBAR. MIN. 3" 25 ,TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE () project no. 20'17407 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 S ECTI O N checked: AB/EC 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING o GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. m 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 RETROFIT FILLED CELL DETAIL date: 07-06-17 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/4" = T-0o" SCALE: 3/4" = V-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. N scale: FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. I _O } a 0 SS 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 L_ 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_ iVL 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 III 2x8 BLOCKING FOR STRAP 1x4 blocking 0"FLAT STRAP NAILED TO RISER AND E Sk THEN WRAPPED AROUND STUD (USP MTW 12) - PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEYARE 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 JOIST 7111� SYP 2x8 SYP SYP STRINGER MUST MA CONTACT WITH LAN PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS 2x4 CUT ON BEVEL ' DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "All SCALE: 1" = T-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL E 2x4-PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON' SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING M BULLNOSE SCALE: 1" = T-0" //—T" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN 4" AND �' GAP TOP AND $SYP GLUED BOTTOM, GLUED AND 2x4 sYp AND NAILED TO NAILED TO STRINGER blocking for FRAMING strap (U 4 DRAFT 2x12 M STOP TREAD 202 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A;F STRINGER CONTACT POINTS 11� JUT D FT ST P 8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 2" = V-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE*4 STRINGER CONTACT POINTS SCALE: 1" = T-O" 2 BLOCKI FOR STRAP NSP MTW 12) 04 DR T ST P 8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (USP MTW12) BEHIND RISER SECTION VIEW "BI' SECTION VIEW "Ell H E SECTION VIEW SCALE: 2" = T-0" 3/4 PLYWOOD ON DECK N--2x8 SYP GLUED AND NAILED TO FRAMING -2x4 DRAFT STOP 2x4 BLOCKING-- C SCALE: 1" = T-0" SCALE: 1" = T-0" I -3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4' AND ?" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO •2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS -2x4 BLOCKING FOR 2x12 (J 2x4 PT UNDER 202 -ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ �' X 2 �' TAPCONS @ MAX. 32" O.C. TREAD SLUED AND NAILED TO STRINGER RAFT iYP DRYWALL STOP T NOT TOUCH NGERS BLOCKING FOR 2x12 PT UNDER 2x12 SYP BEAM BEARING 2x8 IN WALL SYP GLUE AND NAILED TO FRAMINIG 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER- rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / -,PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ +" X 2 f" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR El FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 J x 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 "G11 BLOCKING SCALE: 1" = T-0" SCALE: 1" = 1'-0" rx FLOOR G.T. OR 1 3/4x 16" LVL 2X4 CUT ON BEVEL GLUED AND NAILED T LVL NOTE: 2x8 DRYWALL STOP F SECTION VIEW NOT SHOWN SCALE: z' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED DRYWALL JOINT (DRYWALL TO COVER JOISTS) 4 STUD NAILED AND GLUED TO TOP PLATE 2X4 CUT INTO RIM BAND, GLUED AND NAILED TO BEARING WALL BELOW DRYWALL JOINT (DRYWALL TO COVER JOISTS) 2X USP (1 NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING -2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H11 SCALE: 1" = 1'-0" (DtioV E U N 00 N M � N _O J LB s LL 0 ~ N -2 C O = CD o` C) Co `~ Jew .� 3 �� ...= ° a 4 � <rs e z8,a y 1 muff, s Z� - �• �•► U Ul z LL WixCO zz J A G z &zg�o A � � W �tlttit+��t� U �ZoLLOw � LU El I--M a N NiO�''JN$SQS�MMM :1 title: Z project no. 2017407 w checked: AB/EC 0 m drawn: date: 07-06-17 c°v scale: 0 I 0 }STa U U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as su<