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HomeMy WebLinkAbout3035 Moulden Hollow DrV INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS ABBREVIATIONS SS RETROFIT DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D1 SECTIONS & DETAILS Abv. Above F.O.M. Face Of Masonry Pwd, Powder Room D2 SECTIONS & DETAILS A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigerator WP WATERPROOFING A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.0 PRODUCT APPROVAL U BER ALT. Alternate Galv. Galvanized Rm. Room PA1.1 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BkSh BookShelf G.T. Girder Truss SD. Smoke Detector PA1.3 PRODUCT APPROVAL NUMBERS Bm. Beam Hdr. Header S.F. Square Ft. B.P. Bypass door Bot. Bottom Hgt. Height Sh. Shelves HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling K/Wali Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col, Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile Thik'n. Thicken LL Lintel Length D. Dryer T.O.B. Top of Block DB Door Bell LT. Laundry Tub 3 Dec. Decorative Mas. Masonry T.O.M. Top of Masonry Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING c Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER •� Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack U.C. Under Counter o M.L. Microlam D.V. Dryer Vent UCL Under Cabinet Lighting � D.W. Dishwasher Mir. Mirror � Mono Monolithic U.N.O. Unless Noted Otherwise Ea. Each N.T.S. Not to Scale V. Shower Valves E.W. Each Way lVB Vanity Base c- Elec. Electrical Opn'g. Opening Vert. Vertical N Elev. Elevation Opt. Optional V.L. Versalam °R Ext. Exterior Pc. Piece VTR Vent through Roof � Exp. Expansion Ped. Pedestal w Washer m FBC Florida Building Code PH PHONE W/ With P.L. Parallam r Fin. Fir. Finished Floor W/C Water Closet � PLF Pounds per linear foot cv F.G. ixed Glass W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant She WP Water Proof IFir Sys Floor System PSF Pounds per square foot 2 CD 0 REVISIONS a J N 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS QI 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. d03-29-18 5.1 UPDATED PER CITY COMMENTS 5.1 UPDATED PER CITY COMMENTS s 0 U CC,cOT cL LENN/�Rem 2575 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. (D z� p — o Z z Q C9 v, ,}.J w w 0 o0 m U ~ pEO N C"' iT M C N 0 v U /= O p L lL 00 Y I` Q m rn Q d ' N C B D C ®AKI!, A �^ 7 ` N •� fOx .ate+ T � � .M` N � � � d•C ♦),iN`��IgqIkk o To the best of the Engineer's kngwledge information, and belief, the structural plans and sp cificat ns contained within these drawings comply with he 2 17 Florida Building Code - Residential 6th Editio . E ineer's signature and seal is only for the struc ra engineering portions of the drawing pages bearing gi eer's signature and seal. O O Z fV O �. i 1-4 li-4 O ro M Q U-) f0 Ln a cn •� d- ZzrY Q U- U CL 00 Q E � z� LULU CD Oz �yEH Za <¢ } w¢iYa uZOp ZLu w Q� t � Z z �S�iW a ioo it E8 W °F o LU ZZ J U) U Q8 Z L!i s F 3 c LLLJ > o o 0 Lr) 0 �Z U _ [V U o� [U°o r N Zor Lu0J t" Q 'Z o�� Z � oo9cc w�u_o LU Ln t j-j a a 0 ll Ln rr��5 z o s 02 Q Z °dCwz O� Z a<F �z °° O o g = Z rn ,--i a V) SCALE . AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. C S TYP Cal 2 STORY J S6 H.B.t 43'-0" (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 COND. COND, J S6 TYP @ 2 STORY 7 I I I I I IG I 1 1 1 1 I S3 Mao I I I IUP 16R1 I I ih I I 1 1 1 1 I I$ o 3 4 5 00 FLOOR G.T. 9 Io FAMILY ROOM 8'-8" FLAT CLG. CARPET `O � -- -- 42"SLOPING o 10 HALF WALL 11 - -- (W� �3) #6 SPF 12 - - - TOENAILS @ BASE G 8'-8' T o 00 j -v 00 FLEX 8'-8" FLAT CLG. CARPET Cl) 6) N OS3 Cl) 4'-0" (2) #5'S co Q X = 5-SH °P H4 o r 2" DEEP T __-_-__-__- in 2068 B.F. HDR AT T-4" —}— E NTR N 16-48" I T-8" 3' 8" 3'-6" 6 0" - " FLAT CL�. J S6 C7 C71 C7 r FOYER I - j _ ! _ TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE r o co U) LO DINING ROOM PATIO O� 8'-8" FLAT CLG. CARPET °C LO Qp1 p 01 J J J "- u- U_ 8'-8" FLAT CLG. TILE 3068 I I (2) #5'S - 0 W.H. (3 2X4 #2 SPF W/ ) "' (3)16d TOENAILS O @BASE 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE CC F-------- --- D S3 I I I 4._0" 011 N I I I I I I I I 8'-8" FLAT CLG. I I I 4'-0" 6-2" k 6-6" 4'4" 20'-8" I I I I I I EDGE OF SLAB 2" BEYOND WALL Mb� CC IO I I C, I H L u I O 7 w I p I I I I I I I I I I I I o iD o N _ >- F-1 F l --------- - 3 36 36 3 : :Z i - - O� N I I I I I I I I I I I 3 -I �' -8' FL T C G. 1 . 60 I I I I I 1. 2 68 668 B. F. 1 — 424 24 I - L - - - - - -�- 2x6 WALL D S3 I L - - - - - - - - - - - - I I I REF. OPT. _ _ PANTRY - - iv 16" DEEP _ 5-SH _ ill (V J H.B. S6 TYP @ 2 STORY w a� HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 J 181 X 371 S.H. 14 20X501 184X50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18jX714 S.H. 432 27 1/4 X 26 26 X 25 S.H. 33 27 1/4 X 38 34 27 4 X 50 NIA S.H. 433 N/A 26 x 37 S.H. } 34 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 112 S.H. 7' 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 521 X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 X 62 S, H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 Q)[ +26.6 / -32.2 OG SEE SN SHEET �H SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL LLLL1 I I IIjjjjj BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 427 35 3044 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) a UI V co � z Q a C� o O lam' E or- �V) r-- m r- U W E � N M N ;O M Ooo —r3 U L LL M cn '� o �o Q m LO0 rn Q o Al I N wC� .00 13 O �//\�t� � J �M OU ) l.L _ JLUd m ` uu JOE aeo 9k, Ir L LL m M• • ° Q� `tin S Oy ems` r t it To the best of the Engineer's n w, dg , Ih ormation, and belief, the structural plans an pecific tions contained within these drawings comply 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z O N n �(j MOO M Q U Ln Q LL F-�" M cj� V a 00 Q z W Cr' oZ ZO w� z¢a �F w��� UZoo Z Lu W z �2zuz Ya2in O 1:4 u- O UO�O z > O Qu zz O gZ z N LL o 0 ,� �1 /`� Y 1 U U _ (V T w c2 f O� z 0 aYP f�iy? Uam O¢O< W Z� Z z ,�-I w°moo w LU J Lfi rl LLI 2:Z Lu 8 o < Q z o U �a� C:) ¢Luz � Z �' v m CV Z W V) o Q Ouj = z ,--I a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 1.0 m LO 1, N Z MOM TYP @ CORNERS 1 U.N.O. D2 w D 39'-0" 38'-0" 1 8 I I 711 TYP 2 STORY 1I I I 14 15 16 1 I I1111 I= U- J � = TYP @ 2 STORY @ I oil 8 1 1 10 I _ uO -9 OWNERS _ ROOF-G.T. 13 _ _ i _ LOFT _ LO N W SUITE AHU 14 I I 8'-0" FLAT CLG. 8'-0" FLAT CLG. 15 _ _ I CARPET CARPET R.A.G. 16 �6 16'-8" T-72' C' co T-821"L. 1_�11 2'-4" LO 6'-10" 51-4" Z-6" _, - 2868 SIN a I li = W I I _ m ix' = l a I 0 00 10 1 A I IN II (D aim T 1 11 rn l m 00 P3�" X-2Z I r� LE j a� G -__I I ATTIC— j o _ 8' LA CLG TILE 4P�2ESS _ J I BEDROOM 2 24 8 8'-0" FLAT CLG. vim) I I HU CARPET O� 10 4'-0" 0 6'-1 Q 5'-4" 2 -42' ��,� 13'-72° 04 w 5' 101, g 2668 FIBERGLA - T SURROUND R&S 0- � 2668 ------------- 60"X36° --------- — — = W Z m 2'-3" SHOWER -_.� _ cnp Z c°oo �'� N -j N 4068 B.F. I J co co 4068 B.F. 00 S6 I I TYP @ 2 ST RY N F � I = ^� 6-521 2'-4" 4'-22 o u- T-102" T 2 1 V-8" O m 13'-0" o —is� — — — -o ROOF G06 — — B — — — — — CIO oaf �I i I� 7.T. BATQ '-0"FL TC G. T BEDROOM W 0 w 3 w Wa1.C• ; BEDROOM 4 --- 8'-0"FLAT CLG. I 8'-0" FLAT CL I I 8'-0" FLAT CLG. CARPET I CARPET I I TYP @ 2 STORY I j J FIBERGLAL------ Cc;:�, ---J S6 SURROUND R&S EGRESS 25 SH 6 H1 D6 18'4" 20'4" 39'-0" <H>3 6 D2 I I L — J r— I H1 6 D2 3 D2 SIM. w/ (5) STUDS HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) -1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 114" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED * SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-01, 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 184X371 S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 1871X714 S.H. 432 27 1 /4 X 26 26 X 25 j S.H. 433 27 1 /4 X 38 j N/A S.H. 434 27 4 X 50 i NIA S.H. J 33 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. j 35 27 4 X 63 26 X 62 1/2 S.H. 136 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 1 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54X38j 524X371 S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" ® +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 +26.16 / -28.0 O +26.6 / -32.2 J; SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. EXT CONIC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACEC R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 z M 0 Q V) CD w aV — W c 120 E E o0 ��ZD C) W ~ N M C (6 M O o N �LL� �i C-o Y Q rn u) O V rn Q o Al I ® ccmQ yp@ f� E ['f�6, $pf�� II• �•4r Oraaea cw'j, lzX V L�LU ir2 M. }y fi�..%� LLE4', z h En W . :... r� '4d To the best oft ng €'' �$ wledgt�% tiQ belief, the struct A a ans do &�A `� corgtT d within these drawin''ggs EEQQ ly with the 201J r(da Building Code - Reside �117421 s a �r's signature and seal is only for the Wtural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO N 0 ate.+ O �>-IMO M Rl) Q CL V) n 0 <t (1) CL LL � V (0 Q � � Z � 0 Lu W d- A oZ ,uo z 4a E w¢�� pz8o cc Z z z Z �00�W Q��o J BW�© T 0- u, oZ Zo �- u 1 i fZ oC Q s C L ) J L.L- �3 N 0 o ^ u / a = N N L� Lu o� o z r- o f- — X O 6 k N Z�oJ a Gz a a� Z wDu_2 Z W Pf) LLj a t,QCw J r-i tL 2: 8 Z o P�Q CD fV ¢ Q z Qwz *k N Z a m Z W Z <o ¢W _ Cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5 . SHEET NO. 1.1 i il.w I .tu ui ,.rra,. 1,.,. L" . . 01 1 1 a FO LO LO N s N p_p 0 N M CV KITCHEN I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING Co N E 0 (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO C oc PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH M .W MO O 00 00 BATH 2 MIRROR O OWNER'S BATH O M O CV 0 ih KITCHEN PRF-FNG FI 00R .101ST W/ (21 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U 2x12 HDR. w/ (3) 2x STUDS AT Q PLYWOOD @ EA. END FOR BEARING I X LANDING w STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 0 CLIP TO HDR. w 1x TREADS (TYP.) .- 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD CONT. @ 16" O.G. HANDRAIL in \ � I THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" I U I AL KIJt = ]U'-U Jl4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: The maximum riser height shall be 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than W. Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall not be less than 3/" but not more than 1Y4'. The greatest nosing projection shall not exceed the smallest by more than Y2'. Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1y2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with '/2" gyp. b STAIR SECTION SCALE: 1/2"=V-0" v r Z M o (D _ z° z� Q J (D U) V r IV ^ 'Z^ 4-w �o 'U — O Lu E F- ca o m U W ~ 0� C to M O o N _ Ci PI I sti00 o to Q rn c CL rn ¢ d N v® rn 6 ext, O aN0 MAP a% O'er. -.,�e LL .1= • q To the best of the Ert IneeTit I inf e, m[q�,i , dand belief, the structural plans BdAPalne within these drawings comply with the 2017 Florida Bu ifding Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z fVf� 0 Qi h P-4 4-J O M O M ago`) d. � V) Q @ LL CL Ci U CL 00 a E00 Z Lu C:) W J 0 d' J Z Z a Q 6 Z O p 670,0 P0. -V zwLL+O: �o�z U `C N m o N � f— L1J O� r o oC a Z Z � � Ln _0 /�� 1.i / w a uw = N z — �f o� U-0o F per: J SYP �X86 o¢oa N Zwp�j wiz¢ Z w��o Z LU Lli LLI wa w a a o J r'{ LIJ Q Q o z U pwU w F c N L ¢ LJz Z k Z ¢ Z 0 0o g = LU SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 2.0 !i ��.�� ; I i :.�iil l li�➢�I�� a�Bl iY��� ��I'�ii:pilaJlGl ii,l �i� i li 1 I � e N n N M CV I 00 = m 60 N N z _ 0 J :V .2 :J I a C EI E 0 _ .11 1 12 5� 1" x 4" SMOOTH I=I TEXTURED TRIM / BAND 12 �5 FRONT ELEVATION - 61 SCALE: 1 /4"=V-0" RIGHT ELEVATION - 61 T.O.P. HDR HGT. 2ndFIN. FLR. T.O.M. HDR HG F.FL. r N 00 ti General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ..G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ 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. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. zCD 0 <c J a z V) (D w p w ~ O � o 0 C) W rE N M C� f0 Cl) O o N _ r 00 n vLO Q CD rn o ® *P1 t �,�E�6 cD emcmWN A. co x4/ Ln N as W o f ter^ OJ y° C? LL " a � To the best of the Engineer's k t�� ' on, and belief, the structural plans and specificati ns contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z r_J O a) N 0-4 4-Jo z I> U-) (y) M a v Lr) a cn •� �- 0 � z < LL .. 0�UCr, Q z fu Z Lu C:) W J J oZ a' p z a E V) z w � Z - O O ZL,w� j Z Z C f J U N , OO r w � o H Z r O ^, W W f Z LL W a L / 3 "0 L z z O U = N Z a a LW $xLU FV°ao 0 � t Z 2: O o m ZaoJ N aaLuz Q �0 Z (� P0,2Eo Z W L0 LJ a w mow° J rl LLI - Z oU O N 2:w Q Q Z ~ g0a Z z &, m N z 0 00 g 2 W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 3.1 0 c 00 0 r- N OM N I m n LO N c O J O N 00 A T P ao bo D M W CV ti T.O.P. HDR HGT.--T---- 2nd FIN. T.O.M. HDR HGT. F.FL. 12 5� 12 Z�5 T.O.P. HDR HGT. o Z J CJ CJ CJ _ — - 2nd FIN. -- ----— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP 12 PJ / WEEP FLR. --------------------------------------------- — — — — — — — — — — - T.O.M. HDR HGT. ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ME --— — — — — — — — — — — — — — — — — — — — — — — — — — F.FL. REAR ELEVATION - Bil SCALE: 1 /4"=V-0" 12 LEFT ELEVATION - Bil SCALE: 1 /4"=V-0" M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ 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. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. (D Z M (D CD Z {t 13 W ZC3 UI ,t^—)) w T � p 'U — O LIJ E 0 U t 8 aM Cl) O o N UT =LL00 �n� 0 v � Q rn o BID. N C B D C N /j �a Q.. ....... � v, 'r N r.• eff a� C. M O 0 k ' W NE• p LL 1010 W je?o \\\\ U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O a� oo f>tn M aU-)`n v 'o N 'n a � IY V �- o Q ZrB WJ C:) Oz 10" C Q w zaa z� f a Zw¢aa'0 VZOp =�bzQ _O I-- U0Wz ce f J aWu-o ca W z z Q� a 8o z z �,/ 1.L � a 3 Ll ` ^ v ) 4 1 A ^� L J Z z U = N ¢ �� 1.1� Lu pp 9, W /-yam U - rill or Laza Q r i Z Pogo Z ,--� o ao�Z J t.L� w O Z 8 C:) Q Z �z Z cofV 00g z � ao 0 Lu SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO- 5ml SHEET NO. 3.2 T-i 3 d C x 00 0 0 r- 0 rn cV I i as L0 cV N 0 J N N I L v x v 3 O 0 0 E E 0 x `v c aci J LZ U OE U U N O f1. / a a a M 2" 1" M cl 2" CV 00 1^ VARIES .NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 2" N N _ CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1" 4" VARIES VARIES r _ Ml�t r;l� SIN CAP N 1" 1" 1" 1" 1 _p 1'_4" 0 22" 12 VARIES VARIES 1 1" 1" 1 1/2" RADIUS T 4" 34' 4„ cD .-Tv 4 42, MIS rN 3" 4" tt') lei' VARIES 2" 2" 12' 2' SIN 32' 11" 3z' 1^ liT 1'-81, 1" 2 1/2" RADIUS BASE _ iv BASE 4' • fN 12� *NOTE: VARIES 8" 2" 3„ in FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2 = �N 6 1'-6" 1" 1'-4" 1" �F-E 19 ;-- 24 rme m , 1-1/2" THICK 1-1/2" THICK 0 N 4" 101, �m 24' IV IN Id M V j2"4" 101, 6" 3'. 4 U 2 CN 3" 6 w > w j �M 2" 4 1-1/2" THICK 32" - T� 2'-4" 7„ 4„ 52' 1'-5" 5z' _ 00 IN 1,_4' 3' CV co .� 5� 4 4" 1" 12' VARIES VARIES 2' AT� W a rm 1 I 22" . VARIES VARIES r4l" 8�� N i iO4 I 00 c ; Rs" tO 2 cn 2" Q1 gti 2 44 Q� KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING e e KEYSTONE F11 00 I` OPTIONAL 3,. 4" 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" 4 2 VARIES 2" NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -64" 14" 12" 54 2'-1 " 1'- 2" 54 1-4' 00 1 " 3'-8" 4" 3'-0" 101, 1-4„ 4" 101, o 7� N iN CV 1 1 b _ cal T N W O :T V, 1" 2 N� O GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH T --I— -v - I I I i I I. i' .I 111,1; 1. I A141l.: cAl Al IWI IM1,10, 1141111 ; I11''I I Ill !"i L I L, 11.111, 1 .I i I I T U Z M 0 Z a z Q a � w CQ p �V — T OLU E C%i = o 0 CO r- U CIDM LUC� aE tV co N O =8 o twOD of° UW o_ � �C m o v CL M Q o Al I N C B.D C �� O O Lo _N N o R o M z o .mod.. M � C M 9A Z IOUg IJL Z l— u. o o W -n ty _ W OWUf W u Z ym �d q a dro (D CD m m d Z LL LU Nair J o C3 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida 13uilding Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ON Z Q H U) M C) M Q U Lf) U Q CY U a E00 to z WJ CD d' Z WE za f F U48,0 z�u.x �0-zz J i a�C�W aO�Uo Uu% N O LUo- Q zz } o Q� 2- WFFyz 3 D c Ln F-- o -o L l O z U LU o� z FOB �"Vpe J � X O V LU LUO J , U d m o_ N h z�� Paz¢ 0 Z T-4 Uj a Z W J Ln rl LU,n Q Z ��°0 o Z o v . ¢5 O g�z Z �j 4 (!zf m ^N' NV, Z <z rn g = Lu ,-+ a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. F1 c v 00 0 N 04 m LO LO CV c a> x 0 J N N 00 W E 0 N O W ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA t 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH 01 #10-3 copperto Dryer METER MAINT 2/0 or 4/0 SER Alu 200 amp IF 150 amp POWER CO. FEED--. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests 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 the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT � < FLOURESCENT LIGHT FIXTURE DISCONNECT WP GFI PATIO WP GFI H.B. I I / / I t,� l I I I \ / I I I _FA MIL-1-ftoo M ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED US A ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 _04 FOYER \ C.M �.m 0 in \ PENDANT AS \PER SPECS / DININ OOM_ I GFI I---- — — — — — J E 'H' CTFI @ 44" A.F.F. ------------ 2 CAR GARAGE I I I I GFI @ 44" GFI FOR A.F.F. GAR. DOOR j GFI I � / I � I I \ / I I I I I VERIFY LOCATION IRRIGATION L------------ ELECTRICAL PANEL L GFI @ 44" A.F.F. O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION DEDICATED RECEPTACLE VERIFY METER H.B. FOR MICROWAVE RANGE LOCATION WITH ®D ELECTRIC DOOR OPERATOR (OPTIONAL) HOOD PER SPECS BUILDER CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT R9 ELECTRIC METER NMI ELECTRIC PANEL - I DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C OPT, CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT WP EIVTRI I I I I I I I MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" CM 0 V_ Z M O _ Z N Z QQQ d n Vn)'' (_D Q) C w O LU E C/) = o 0 A / MI M i t t I—E c W c) O o N LL 00 o Y I d 00) try 0 Obi Q O BD® Nc CS CV N_ CO N u") o o� �_ �Z W dMQriZ �� r LL. N _ � Z w L.L. ■� f� �a �Wa>=tea cia n Z Z O v to ymy a alf O O H "u Y 0 a ��� Z N E m m ¢ W N M 0 o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z� O � o 0 Z U) rO Ln CL � O � Z F- CL M iY U Q 00 < E Z W Wo � J �O 0, za <a F- Z < (if Q w oa�o 'MIX ��zz J aaQJLu-o U UF�o _LLI V) Zz Z o ? W U fw oC LJJ o o = N O �a O� J oL oz 0 1 _ �b'cP5 Z C2ma bLLa10a yy 7' F W y Z aJ c�a a Lu ~�Z� Q Z � 0 " �o�o Z W Ln � a � � w ���Z, J rl tJ 1 Q Z la- Z ou $a8 w Z O Z o' � �z �a z 0 00 _ rn .--I a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AMES VERSION N0. 5ol SHEET NO. 4.0 it C) 0 N M LO cV N v -00 2 E r% 00 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 20l)AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER II MO U 2/0 or 4/0 SER Alu 200 amp 150 amp =1F Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ------------------------------------------------ GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests 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 the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET 17 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ l ROUGH -IN FOR OPT. CEILING FAN v J <\ /> N\ CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT FC...._ ...... SYSTEM I I L I I I I I I I I I r — � I I ----- .1---j UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" La O0, z� z Q a Vn))CD ' �cn w Q O W iv T E ZD (n o 0 ~ m n U a) Cl) 0)t6 W E ~ 8O M o N t U_ 00 �3� U a Ly Y 'a- o Q M M Q Ci B D®7� N 't C � N Z o� o rn 0 ZCS _ Z W " �Z U) —' = � LL a o N a W _ o" w n w 10ZWn�L z 'ALwow Ir, Cu^o o 0 m m E rn ILZ Cu W <N� N 7 �o M O N ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code- Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. 0 z� N 0 H M O U Ln NOLn Z L LLru _ Q V IZ 00 Z § E LU W wo O J O J o€€Z Sun w� Z a ¢m M:r Z w ¢ ce � J oQ�o Z uj ^ LL �-wZ Q 0� ro SLtio U _ZZ uj ro > J 2Lz W 5 J U-)3 1 ` W o L / CC o ° = N O �a L� O o" oz V 0 J ,,,> J�• Q X V LU .. y.� Coualo¢ wKZ;� ¢ a Q G o�uj 2: z oe Z wa,o w W J ri LLl W z 8 Eo Ln a Z o w U ¢ F F- Q Z *k N Z ° Z m ¢ Z 00 _ Li ,--I a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. 4.1 - -- I _F T— I, - l - A F li-i _i V!d I r1T JI 11i Xi_"[Fl t1d�n�i 7jI ll0ka?d.,61 IAi l wr ; - .. II�I I --1 ­7 F_T_ c v v x 0 r- N M cV I 0 m L0 r- LO LV (D S 0 J N M N ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN, SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ 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. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. z M z�E3 z �C J V) 0 Q) •� W O � m N .�Ln i— o0 m CN U '� E — $ o� " M -m-0M o 00 U N LL O Y d O N f N 0 Z SOW- z 0 - Z M k ®. C * ': > g rp� C u- ttl .n R «6 W O A W j�Qp M` r Cgs r • �.. '^ir To the of f f �ogmeer's knowle, infopr' ation, and belief, th tY,uctuY'gal"p'�a'hSa�tds�i �'V itati is contained ;ings co within these:��mply with the 2017 Florida Engineer's Building Code - iF�S fant}a1, 6th ErG#ip�i.I 4,. <. signature and seal is orily`%Yti�e'structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< 0 0 z N O N n H U.)M MC:) Q U-) 'p LIB z U_ C)- U Q00 Q E � z § ra z WC:)LU J � OZ �O zaa <a w¢�� UZOO zwwX p w Z >a0io O�u_o U� O O� Z ZO J U Z GL} LL g L 1 J a 0 = fV 0- LU 89 J O 'a'- O<0< V C m � a zR. � CCLU w p Q Q� Op WO�� ~ Z 1V� 1 ` 2 Z w '/� iil) a Qw O� J rl LJ 1 di Q LL 7 o Z o0 S9a C) N 2 Q Q Z ¢w *k Z tu Z a n �z O oN'o g = a z rn ,-i a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 5.0 --- r-r— �— ,r - I Jh 1,11 111jil 'J i 11 1. ..:....i 11 v _ 0 n 0 CN M N I m rn r- LO CV Uf C CD 0 J N M cV 0 0 N / L.L 00 6'-4" 1 H.B.? H. 1 6'-0" TYP @2 J STORY S6 :iffil 2-23 2._18„ �................ ..... ..........S. .......... 0 ........... .. ..... ............................. N Nt 6-4 \ HVAC CHASE -- — ; ; �\ BASED ON 1all 0'-0" I J S6 ' LOCATION \ J \ \ \ .CD q; , \ \ \ I INDICATES FILLED CELL w/ 3000 \I` I _ 00 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ty T ABOVE SLAB TYP @ ALL PLACES I u� SHOWN HOOKED FTG. DOWELS 5' ' ( 1 gam" I 5 -416 t I I , EMBED W/ 25" EXT. ABOVE SLAB r 1! t "GRADE 40 STEEL" TYP @ 2 STORY N , CJ r; ,C� �,CJ _ 2 -6" x 2'-6" x 1'-0" ��'• W/ (3) #5'S E.W. S3 I ( (STUB UP TO I 9; O` : N I 1; , 13'-741' : 2ND FLOG I I FOR A/C .... ...... ...... — — (2) #5'S TOP OF CONC./ PAVER TO BE 4' 0'-0" L S3 BELOW FIN. FLR, I ; PROVIDE Y2'x9" T M J S6 TYP @2STORY RECESS FOR FRT. DOOR : F-------®-- -- — -----� -31/2„SLOPE W6'3 #5'SE.WO ( ) ■' — — ■ • I -a- CJ I - i — 4 o 60 _ 1 (2) #5 REBAR �,�_�/ BUILDER TO PROVIDE CC VERTICALS w/in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL (V 2) #5'S �l -31/2" `-, PROVIDE 1 %" SLAB FOR HERNANDO WHEN REQUIRED PER FBC I 2 STORY I NLY I 025 in L SGDEREFESS R TO 3-11/2N NTY 0 PSI CONC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL VAPOR I FOR WIDTH VISQBARRIER — — I l i I STEPS AS : I CHASE p REQUIRED PER TO I l 'n C? FIELD CONIC T QNS : I KITCHEN ISLAND I ISLAND I I LOW WALLS I I -3 1/2" SLOP I -- - - - - - - _ - - - - Ici - o - '7 in o N .1 ip II I -1-CJ _ _� I I I 71� N---- CD -------� I J II L J E S3 I I I I II L L JII z 0'-0" I I L_-ej ' o I rn CC (2) #5 REBAR *- S3 VERTICALS w/ in co I FILLED CELL ; 2 STORY - I iv ...................... ...... 1 0 t 0 F in . 1 0s CVN J S6 TYP @ 2 STORY 6'4" 6'-0" 6'-0" 6'-0" 5'-4„ H.B.+ 4'-0" 4'-4" FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWC LIT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj z J C, CONTROL JOINT DETAIL SCALE: 1112"=1'-0" :;: #5 CONT REINF. SEE . �•' '•_ FND. FOR QUANTITY #5 X 25" X 25" CORNER '�;,�; • '� ',��' '� ;�; ' ;:' _ BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. '•_ `"`Alternate: ' ; • The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=1'-0" C9 .- Z o — o Z N Z Q a U) z (L^n' cJ w O W F- c N In cep) U W r E a) M C (O M m o m 0 o 0 dj N IIIt1°I I+ U L LL SO 7 CO a O M o O Al I Nx Yc� E R \ t�R f\ F �• 'nYr_`• 1.0 Np¢��,r�o�� �'a•4 .p A•'Q • A�« ' M Uri Z7J' 2, - X 0 a I G- �A 06L O� 14's K r •a. `� ¢l. t�� per'.. To the best of the'E gu)eer's knowledge p(✓QT ation, and belief, the structural plhhy�• sPg€pffih3 contained within these drawings comp M the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z 0 n � U O M Q "ro Ln d cn•�d' zCL U-.-. (Y U fu CL 00 Q z § E z W J C:) oZ 1,0) D: p Za <a z 948, Z W W Ir Z oZz J 2�EU, z QQ-. O tjo T � Z oZ aU > _! Q 2:z z ce Lr) z g D ZD O O •= , ^ y / O a U = N O z O LW� aor 0� � CC G Xbtg uam N zao� z< Q ~�£� Sou-2 z z a W ¢�o� W J T-1 Q W c G z �¢u-C) F- C) W U U, ,- 6 W Z O 14 z Cy u Z mo 0o g = z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 6.0 ,ii' a,.11 ,il .ii.kl it Willikkk'!VAll, I.I1111 to LI I 1 ,,i1 ]. .1. iiiI c a> v x 00 0 r- N M LO I m LO CV it aci v 0 J 0 N i" w CA 1 tiV/ i UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 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" D H3 455 320 8 - 8d RT3 610 525 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 1061-112 HTT4 2715 5/8" ANCH.120 10dx1.112 J HTT5 4350 3740 5l8" ANCH. 126 10dxl-112" HTT5 3225 5/8" ANCH. 1(28) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 378 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS 6 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 1 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS Or HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 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 (R) (B) (A) (+ PLY i OR;PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B 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 PLANING TRUSSES. RI 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS Ji 1 OR CONT LEDGER (A) 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 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.) 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS—'- 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS NAILS @ EA. END OILSEE PLAN TRUSS BRG. .A ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = V-0" MAIN FRAMING PLANT FEE Z M _ Ogal Z �C 13 a U) z V) CD Q) C �-� w � p Ow ci:� 0 co r m � F— M O O N U =Ic00 p Q (t` O Y Q a� 1-t Q V rn Q o A MR N C B-D C TI,,� ® %f t . • • �� 01 y^S n c"-� " J LL TT_ .-. U) L U1 W �o Z Nam` � IA r e6e �-FQ ue OEM L � M 0 op 04, es 0S It ,J > To the best of the En ,information, anEl belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N 0 a) r, M CD i>" I CD M z Q -d ON < ILL z F-`n a/ V Q 00 Q c � z ro W 110 J 0z K Z. f F- F- z yy w Q O O �zO0 Q —� Zujqj w� �aWZ IL � � � pJ K O Z U o� O n W Z 0 Y V 'J g z C: Ln LL un un 3 O -0 � O o �¢ _ fV ILL LLu o M: J� a c� O CL 0. N cc z¢0a z< Q £ $0� Z Z w°wo a ao�Z J rl W Q a Z w $Y¢ Lu Lu = Z C:)57 r4 Z tu a 00 N � Z z 06 _ Li SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 7.0 J ` w � S6 TYP @ 2 STORY C- w C— y j 1 CA CJ1 EJ7• CJ3 CJ3 CJ5 &(2) CJ5 X ( (2) ' A7G S6 TYP @ 2 STORY A5 _ A4 . . . . . . . . . . . . . . . . . . . A3. A2. D v m 0 A2 N NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS A4 1. (2) 12d TOENAILS EACH SIDE OF FLOOR :..: TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. L A5 x � N J (4) > S6 A61 TYP @ 2 STORY S X A7G1 (4) CJ5 1 N S5 SIK W/ BLOCKING 0 CJ3 - m iY c N CJ1 M1 c 2 2 2 �OT w c YP. J o S6 TYP. @ 2 STORY X o (4) a E E 0 x c J y 0 U O 0 U CJ 0 a 0 N O ZZ M ROOF FRAMING PLAN w SCALE: %4"=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.CD CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1!2" B HETA16 1810 9 - 10d x 1 112" 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" D H3 455 320 8 - 8d RT3 610 525 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 518"ANCH./1810dx1-112 HTT4 2715 518"ANCH.12010dx1-112 J HTT5 4350 3740 518"ANCH.126 tOdxi•1l2" HT75 3225 518"ANCH.I(28)10dx1-1/2TO K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 718"ANCH. 3l4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N L 2 1165/1070 ** 1005/915 ** 8 10d x 3" JUS26 1115/1060** — 8 - 10d P H 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925l3295 — (20)16d x 3-1l2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3 1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1 MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGTlMUGT 3140 3140 22 - 10d X 1 5/$" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 112" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 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 REO'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 (B) r > cAl (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER—f —(A) INTERSECTIONS. SPLICING w/ 2 x CONT LEDGER 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. Z M O _ Z aC I� Z N Lu O "' a= o 0 V W � 8 N M C�l6M O o N win~ U NYti � � Y Lo O �Y aC rn rn ¢ o ILN�C�a c 72 2 0 r N N co la n rn cV CD O O J N M cV a0 a 00 F- 0 x GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 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 vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .0 Safe vertical load Safe horizontal load -� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 81=8-16/1T 8F8-0B/1T 8RF6-0B/1T r. AO © © O O' OUS O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T © © O O 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1 T " FORM do GROUT SOLID + O W U #5 BAR CONT. 8F12-1 B/1T O O O 8F20-0B/1 T © "W LINTEL DETAIL SCALE = N.T.S. us US a M%r C 00 0 MIN 0. 0! E E UIV TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 6 F 16- B/ 1 T a 00, t LNOMINA t L QUANTITY OF Lh WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT-f precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to I slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. (1) REQ'D C1/2 LEAR ALTERNATE POWERS STEEL LINTEL a d d O d a ° .M.U. #5 REBAR AT TOP ° 4 ° D d ° d ° MIN. (1) REQ'D 1-1/2" CLEAR ° d d d ° GROUT n J Q d U) to < ° Q C.M.U. 5 REBAR AT = U) U,)w 4 ° O BOTTOM OF I m z w w w o LINTEL CAVITY _ n 1 Z� -BOTTOM o x CJ O Z REINFORCING 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL 6 W 1D a (3 D D L, #5 REBAR AT BOTTOK AS INDICATED NOMINAL WIDTH (VARIES) U) n X a n ° ° a 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y" TITENS OR (2) 2x8 42 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE h SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 6I WALL SPLICE DETAIL 01 Ill,Q % SCALE: 1" = 1'-O" cV O 5'-10" LL O W-6" LL O 4'-6" LL O 5'-4" LL OMIN. G r: 5'-10" LL 5'-8" LL O 17'-4" LL OE MIN. LINTEL PLAN SCALE: %4"=1'-0" 0 Z M _ O C3 Z CO Z <C J U) z V) (D Q) C 4- w (10 Q �V - 0 ly V) C Vi o 0 i� C) �- E O U [2 'o cMM O o N = Qj LL 00 - U il)i CU N a o < rn rn Q o Al I LL M- L c 'K CJ W _ E0 a KQ 0 N L aQ Ci ti;.....,•• -, it � O To the best of the Engih owled e i ion, and belief, the structural plans fa ``fie contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z� 0 � N �r)MC) M Q _ .O Ln < VM CL 00 a E Z CD W J 0 O Z O wa Zaa f Wa�ir L)ZOO Z-dZ� p T Z W Lu a O�o U�uJ ON Z O W + U f Z Z �>/ LL g r) :a Lr) 0 = N �� 0 J W €a� N J U4 Z ;¢Z< a �' a � ogo Z �ato Z W a�o�Z J LU W �U_0 oZo O Q Z uJ¢8 Q � Z Z o' ji m N Z w �o ¢Z 00g = LU SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 8.0 m Q 00 4> E 0 x A* 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED P LIED 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, R 0 3, CH 0 MATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WO OD ALTERNATIVES HAVE BEEN CREATED T P - O 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: FBRC 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 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. G G 00 S. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. 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 308.4.2, ITEM 3, 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 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± 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 Yz 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 .79 AD F HORIZONTAL] [W (0 RAID) 0 0 ZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, 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 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 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 REQUIREMENTS, BEARING POINTS BRACING , RE UIREMENTS AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. 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. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 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" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y2 GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (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, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4. 4, STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1U.N.O. U .N. 0 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. W 0 00D IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 R703.7 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 ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1, INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.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 6th ad. (2017), 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. FBC-R 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 includingg all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth 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. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made forms. Permanent forms be with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R 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. FBC-R R318.1.5 - Cgrete oyerpoulr and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R 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. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate of be issued. pest occupancy will 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. FBC-R 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (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 TOR VIEW ALL DRAWIN GS 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" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0o zto z� Q J a ^^V)' CD w ro p 0 � V) E 0 r- U o 0 m r` a� co U LM U C (O cM Q Oco N Q N I1y1 U o _ lL 00 -5 Q m 0 CL M Q o A® NCB DC % :D. .e <i g�e000�C61i � N � 0 0 0 N � N ^2 � Z J 6P' Z LU 0 (r o .LL W33 2 ern ° cam. To the best of th 1neer's _, rm , and belief, the structural iSnd specification qi ned within these drawings�8��tbrida Building Code -Residential 6th n: ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 � N 1 N ;-' C:)Z > (n M � Z +-� to Ltt U)ON E N - Ln Z� L LL Q M ce CL 00 Q Z Z � W O J l0 O OZ ct� SLF+ za fa oouIt ZWwIt ��X� W0$ UF ulo w N W ul Zo �z J Lli 0 Z� v3 _ Q Z O U = N Zj< L� F- U Lu z 1-f x c� -, U� m a N co�¢0` Lu Q NO �Z Z ,--i Ln WBu_ P a 0 LLI _t 4 W Q LLJ o 0¢ O Z Z QZ 0) g J Z ` Z 0 � 00 = SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. SN a� x 00 0 N N LO CORNER OF `N HOME GARAGE SIDE �I 0 JI �O E E 0 00 N 0 rn W 10'-0" TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR 1 _�o o GAS METER O O 'n � U O 0 0 N = 61111111111111111111 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 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. 15'-4" (1) SIMPSON HTS20 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 + + + 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —, FILL CELL- STD. 90° HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYR GIRDER TRUSS > STD. 90° CONT. #5 BAR I HOOK BAR F 2X TOP PLATE #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 COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 118" min. } Small gap 2" min. 2" max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to 7-7 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- 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 BCI60s® 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" 616d 6-16d required when Indicated or max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side Waiting. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 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 Vor=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or 5/81 THRU BOLT I.0 SIMPSC w/(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 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 -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. 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) Joist hanger C.0 CD mm t t fic 6" A 1Y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 r c�C �� %ae...,.,"-ti'.�:-MEN 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. %" 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) —I IM.111-111-111--- Nail with 10- 10d nails._ —� Instal► tight to top flange. SLEEVE THRU STEM SEE PLAN FOR ' °• . • . e - FOUNDATION INFO ' a. ° d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE r REINF. SEE PLAN i (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° •° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION C PVC OR SCH40 SLEEVE /`PLUMBING G LINE E d L d _ • G d d €o Z • ° • ' L d 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 p d . d dc. d da G -1 I WI 11=1 a 4_I=1 I 1=T ll� ll� a d—1�1=111 SEE FND. PLN. SIZE & REINF.?e_ Z M 0 a U) Z Ln (D � � LU (10 a- 0 01- 0 o 0 FM V E CM M co co c-0 C N U im O O O U_ CC) �, v NQo Y Q rn LC) O d M Q d f a � \N% - x +.«E a r � M l.L �CQ qW � J� MW i ,oil z P a 01. l rz� j.a �T• To the best of the EngiAJ' know a ge, info�r�? ', and belief, the structural p1anS5��, �qr� {'tiTi ained within these drawings complrygwh�cf' 2WFlorida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 �cV Z O 0) t\ l� +_0 O ►>-IV)MCD M Q U-) 'M L0 a toed' N w CL \� 0�31d� Q � tB Z WJ C:) J oZ (on z °a- za wzoo U Z � O ZWw� �Mzz �Xw o �22 ito ULu�o = u) W oLO o j }ZZ z z tw 11i c .� t\ O Ln �� U _ (VLU U I i x86 U a m c a N C/) z¢�� W�ZQ Q �' t�aa3 o�LUo C Sa�C) w Indi J rl a v l¢-"o w U o z �wZ z o' co N Z W �o a z 06 :5 = rn r-I d (n SCALE : AS NOTED DATE : 3/30/2018 TECH: M]AMES VERSION NO. 5ol SHEET NO. SIN 1 y:r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X @ (2) 16d TOE NAILS @EACH END (U.N.O GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 2 SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w! (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 rL CHAIRS (TYP.) `'' `o 0'-0" 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ELEV. OIL O.C. OR 5/8"x10' WEDGE ANCHOR „ x6W1.4xW1.4 6x6W1.4xW1.4 ° ° (2) LAYERS TYPE I OR TYPE 11 LLL�d ° a A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH 2 WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. -) I I=I I III=I 0° ° ° ° I =I ICI I M I I= �I I W I WI I I b I I L-I I I=I I I=' i —_ ° • I ED �I I I ° ° z ° ° d ° ° ° d d a ELEV-0'-31/2" ° ° ° ° ° d ° 31/2"MIN. °_ 3 1/2" MIN. ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD _ —I ° _ _ = i I-1 I ,I I =I "I I I-1 I —III=1 I — 1=1 1=1 I d O ° ° a 2x4 CONT. ° a A.F.F. LL ° ° ° ° ° ° b -� ) ° II=II =III— 31/2'(min. -4 _ _ b ° . - , I— = II-31/2 (min.)-4' TRUSS @ 24" O.C. U.N.O. ANCHOR @ EACH =11-1 =1 I— - - I -I I I I J_�I I I -I I I I MITI I ~I i°ad -1 WI I I —I I r=I I �I I 1=III= I II' "�-� -I I=I I I T a A ° ° d a ° ° a N ° ° °° GARAGE DEPTH VARIESVARIES _ -11�r--Ill— ° II 31/2min.4=.- I /H:M�1111 -I 1��12 4 -ITI—III IHURRICANE (TYP•) TRUSS SEE UPLIFT SCHED. W/ ( ) METAL PL. 8' — �' ° d -I I �, I I I I=1 �1--I I WII I I I �� I I I (=III —I 11=1 I I►—lf--f I, II- - - UNDER EA. TRUSS a. ° ° 9 TII „II�hIL I�III1 Tll ,,,I ITi�Ii �I�� I I,i,11- MOISTURE BARRIER (2) #5 coNT. 4" 1'-4" 8" (Z) #5 CONT. n i � TYPICAL INTERIOR BEARING U.N.O. MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SN1 _ ,- „ SEE TYP. WALL SECTION SCALE: 3/4'-1 0 S3 1,_ 1_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O• 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING \�osE° ?CIS- 2x SUB FASCIA W/A� HABITABLE ROOM NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �M SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 10 et�NN, ops � ✓ N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING �° 2x STUDS @ 16" O/C THIRD POINTS �G FOR WALL HGT. < 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-61'. CHART ON FLOOR FILLED SOLID W/GROUT PLAN - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x S BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS STD, 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON p� 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR W PLATE WASHER TYPICAL PLATE SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE ^ TYPE "S" MORTAR WALL SEE GG/S3) (6)1l4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ x SPACE ANCHOR * SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 -� " N w/ 10 10d NAILS - ( ) z�l 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. TYP. .; ASSUMED FINISHED ° GRADE PER MANUF. ;_ - - ° ° ' ° . z #3 OR #4 REINFORCING BAR LU GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE ° °• =III —I I —I I m 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z r ° b c��--- — — — -0 °, FINISH GRADE O° 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g =I �I I= r 1=I I —I WI I I p All ' 1-I I ITI II , • -I I CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o - o p °o FOR CLARITY ° � _ _ _ _ _ °O o ° o -III-III= i= =III=� -� i I_I I� - I - - - 0o 6 MIL VAPOR BARRIER -III I b -I J I —III —I I -_ -' I � f=I I �I I �.I I I— I' - - - N z r w Lu R 1 7/811 `� 5 # REINFORCING BAR �- I 1x4 P.T. BASE NAILER p p o ° 1=III= =1 = =III- ? I I ' : I �I III=III=I I - r I I I II 11=I I �I I I-1 #5 LAP SPLICE (2) #5 CONT. -I I- I , , , I I I, , , 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH D°=III=III=III=111=III=� - - - - - - _ NOTE: g III=III=III=1 = =I 1= N *FOR BEARING WALL '- I COMP. SOIL. (COMPACTED TO { I ° ° LI—I I =III=I l 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS (�,P) 8" 1'-4" 8" FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB = =I I= = = -I W! UPLIFT ONLY - - - -__ o � - - - I � 95 /o MODIFIED PROCTOR ASTM _- I I (=III=TW ( T=I I I , ' I I II ICI I WI 1 I=I i I IF 10" M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III =111-III—I 1=I-I I=I-I I -I I-III-III=1=1=I 1=III=1' D1557) I 111— 4 I I III 1 NI L I -I I I #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-I I -III- I III= #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ,-=III=) � � �—I � I —I � I—� i �—� � �_ � CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. ° ° I' Z M = I— ° I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES ° 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° 00 IJ - I = = *- 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH . 6 MIL VAPOR ° z III- min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M ° M e BARRIER a - D D • III r - ° ° v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO COMP. SOIL. ° oo - _ _ _ _ - _ • 11 - - - - - - ' ' �'-T-I TOP OF BEAM & LAYOUT DESIGN . (COMPACTED TO 95% - �_� - TIT TfT-- III _ _ _- _ - ° _ -(1) #5 REBAR w! OPT. SEE ROOF PLAN - ^ - - -° a bo _ - - - ° ° ° 'A MODIFIED PROCTOR - ASTM D1557 _ _ _ _ S E N ENCLOSURE I�� -I I_ I � I I IU I I I FOR STRUCTURAL BEAM SIZE & III 1 „ 3 MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE I - �_ I CI, ; 41� 1 I i ATE P.T. g CONNECTION INFO r ° -I r, _ I I , ' �. III- I MIN. 7t611 I I U.N.O. DETAIL)C.S.B.I ° 2x4 #2 SYP P.T. FRAMING w/ I __- ' SEE AIs3/J/ss -1 I' � ' �� I „ MIN 7/16" O.S.B. SHEATHING 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L AE PEAS Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4"=V-0" S3 11_ 1 SCALE: 3/4 -1-0 S3 COLUMN LOCATION w p SCHEDULE � a OPTION #1 1/2' GYP. BD. a � SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > SLAB INFORMATION. 2„ 1 GYP. BD. LAN FOR LU SEE ORAL LU rM 2" FROM SLAB STRUCTTUOLD COLUMN SIZE SLAB STEP & RECESS S.G.D. _ 11 CD CONT. BEAD SEALANT 0 o & BASE CONNECTION INFO. OPT: DEPRESS SLAB 5%" SCALE: 3/4"=V-0" S3 DEEP AND 6" BEYOND ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND . INTERIOR 2X STUDS @ 24" O.C, U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT _ ° -3 1/2" COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS d. ° GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS � z -'� .� T° `" 1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS • W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD d MAT REINFORCING. Q' ' a ' °' CONT. FOOTING STEEL r I I=I I I III-1 I f= I r •:. �• •.:, .: -•�' ' '" ' I I= =fl f—I I �� .'' ', ° i I=� I I-- TI 1IT1If PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2} #5 VERTICALS M Z GRADE a a —j - - •' 4 I °° _ —I I W I ". I co TENSION 120#) CONCRETE SLAB E = r, FILLED SOLID (SEE PLAN FOR - - _ - -_ - - _ 4 ° " ' �_ -I 1= 1=4 r T I W�_ ' 4 •,' 6 x 6 W1.4 x W1.4 `I WWF OR FIBERMESH '- SIZE AND REINFORCEMENT ) Z � w == =III= 1=1I1=1I1=1I1=1' - ° a• =I =III= (_) I =I w -fT�l I •y L- I _� —III—I I �� �I I I- d °° d - O w cn—I = I=1 I I=1 z • •' • °• III I =11F_-_- - N—III— I— =1=1 ° °— BRICK PAVERS or SLAB PER p o `�I� - = - - - _ a _ d a —_ — _- - z co SEE A/S3 OR J/S6 I I I=III I LT -� , i I I FOR REINF. INFO. 3" MIN. CLEARANCE I =1 III=T I T- SEE A/S3 OR J/S6 �,-I- I I FOR REINF. INFO. 3" MIN. CLEARANCE o'-o"FIN. FLR. COMMUNITY SPECS = — — — — — — M 6 MIL VAPOR =— ! 1 = = I= I! _- - - �� I' = =I (=III=1 1=1 1=1 1=1 BARRIER = = - -III=III=III- III=III I -1-1 =— W = FOOTING V - —III= =III = - I— BEYOND 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) —III III III III —III ;_-I --I �.: a ...: =1—i—I I— ,� PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) T-8" (2 ST RY) 4 4 :.•y :;, :� SEE FOUNDATION •�. (SEE SCHEDULE) FOOTING WIDTH -.+.. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGr12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. CD �9 z C o _ z z n Ln CD Q) C w � a w O0,_ ZD '- o0 U W E �M C� f0 CM (0 O O o N I I U u1 L 00 L O Y CL o < CD rn ¢ o N.C�B�D.C �C"0R N CID O ` . M N N Gi N o il .M m �.� ...... ' `i To the best of engine '" or n, and belief, the structuiA"Y; J,ns and`specificati 1�� tained within these drawingy %,,R�tplypwit l�� j lorida Building Code - Residentia N Atli . Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r_j 0�� > (/) M O M a _00 CL 2 Q " U_ Ln z 00 Q zILL u Z W J� Mj C Q z a a f V J Lu 2 O U Z Q W W �o�z Ll.l d LU 0 o O LL N J J ��o oz Z 8 �Z 0 5 06 71 o Lr) U = N ~ ¢JIM z �f o� QI-O F N O U a o LL zaoa wok ujaa3 Z " Z W LIi 6i W C Q o J T...✓) W C G to OZU U 2 o 11714 a z¢� Z K *k N Z �j z i U-J o Z a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. S3 (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 w/ (3)12d TONEAILS 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 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �+ STUD W/ (3)10d NAILS 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 SIMPSON SP1 w/ (10)10d — co NAILS AT EACH STUD CD N 2x P.T. PLATE r- 9 1 5/8" x 10" "J" BOLT @ 24" O/C MAX 0 MRTM-101&1 1:1QkTA1:11kiII N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. J, AND FILLED SOLID W/GROUT ' I 1 #5 VERT. IN CONC. FILLED CELL W/ n, STD. 90A HOOK IN K.O. BLOCK N I KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) L-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 0 O 0 N O� N lb LZ 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 001 N SEE PLAN FOR FOOTING o DIMENSIONS WM M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w 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 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. SLI REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J � d ° 8„ STD. 9THOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O 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 1CREATE /2"X91/2" PLYWOOD A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J T W 0 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 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. e a 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. 2x TOP PLATE 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL ❑ ❑ DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑F111 ❑ 1ST 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 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL 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. @ EACH END a WALL 4 d d a ° DOOR STOP w �. a cU MOLDING �'- GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX, PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C NP•) SEE ELEV. Z 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 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ SIMPSON SP2 w/ (12)10d I/ NAILS AT EACH 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 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--� W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED \� 10d @ 8" O/C SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (46709 SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT STAGGERED FROM BOT. _/ "V� ATTACH ALL J 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 1A )16d TOENAILS NUT TO 76P PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. d ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. OVER STUD AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON (,C) 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 SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 FF 2X STUDS @ 24" O.C. If /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PL P.T. PLATE OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �N�L 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B XI SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 2x6 WALL, USE SP8 e54 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 ; SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 40 d Si fvlPSUINar4 3P2 011wrw114 NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10 ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS RECESS SIMPSON SP4 SIMPSON- SP4 M, LINTEL a a a d 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 - a a 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) Jr,+ 2X TOP PLATE OVERLAPPING d NAILS @ 6" AGGERED 30LTS @ 24" O.C. 2X P.T. PLATE C ROOF TRUSS ABOVE J— 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" OiC FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. z o z Q U) z t/') tD a) 4--J LIJ Ca 0 W E TLn o 0 mCN ru U W E — $ M C Cn L6vc9ChCM O 0 _ s 100 0 =FC an Y Q0 CD LO O �Qo Al MID ® N� 01 u7 ch �rs�"a � ♦ w. lAS J Z � j✓ t/. 2 C 1i' f a �'•p L 0 To the best of the Engineer's knbwl , ' f rmati�Y,- `nd belief, the structural plat§�% ecifications jQ !Red 'jjhtggj?."- within these drawings compfy i ida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1t O Z r1j O a) N P.-I 4_j O U0 ­ :3 two > (n M CD z M a u Ln cn•Ld' 5-a Q ^ 0Y U a '-' Q E� Z m WLU J oz 1, �2 z C WQ 5 & vZO0 Z W W �UZZ OC., .0 ULu 7— �"�z0 W Z Z Z } 0 FZ HLL a c: � �3 7 2: 0 Ln � a U = (n J Q W W QW 0, -0 F 0 C3- L1J � o�o¢ fV �¢<Z Z uj CY a Z, -J r-i W Q Z a N o Z o v O Wz *k N Z m MM 00 z 4 J = �o d ui SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ml SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A wl 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKERAND NAILING OUTLOOKER SP6 FOR 2 6 WALL USE 10 1 1 " TOP CHORD BLOCKING FOR @ 24" O.C.7 •' NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL " @ 24O.C. FOR SHEATHING DETAIL :• FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) IOd 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO S BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L' BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" All THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS SHEATHING ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 1 w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2X4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 74" P.T. SILL _ NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER EA. AND NAILING SCHEDULE FOR SHEATHIN DETAIL 72x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & NAILS _\ @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING () BLOCKING, FASTEN WITH O.C. FOR THE FIRST (4) 10dx3" @ 4" O/C ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) BACKNAIL W! (2)16d NAILS 1Od x 1 12" AT EA. REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL--,,,,OUTLOOKER X-BRACING, AND TOP r co M x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION 00 `� SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES 00 - APPROX. 8" FROM LRIDGE FASTENED AT 2x4 RAT RUN BRACING 2 EACH JOINT W/ (2) It AT 24" O.C. ON TOP OF 1 1 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF 2 16d NAILS ( ) 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 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 —2x4 OUTLOOKER @ 24" O/C 77 TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" Q.C. FIELD /CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS _12EXT. WALL CONK. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �� SECTION g = ADDITIONAL INFORMATION. of N N E MINIMUM 2x CROSS BRACING m LO (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT -31 L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N M CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 1 Odx3" O/C @-/ 2„x\ TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o 1" BRACE W/ 10d @ 4" O.C. Q (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. o. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER TO 1/4"x1 1/2" SDS SCREWS \- BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. Q -- — — di LU 0 v o ;;t o 0 z o W v W m - o C7 � o 0 v d w o b T C L Q T Z L ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS '---CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. a 0-1 0 � _ q0� CORNERJACK Y Q -� w z W 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 13 C7 LO Z M o _ z�z r U, z V) CD W •U 0 LUs .12 o 0 U LU -- EN �M C N M p 0 '00 N U 8 T, L LL 00 U � 05 c Q a� Lo oar M<d Al ®BID N WCa DO Ike ® X ° AWsa+ co �� too Z Z a cp Q OL ��R r J � W �1` N 0 ., Q r a ,,j ,ram �i W a •.,a.. �° 06 10f To the best of the Engineer's know belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O N n 1 -4 �' O > (o 00 M z Q M Ln O Ln W Q U z a .-. � � Q ,M-i Q Z�: E Z WJ 0 �t- 0, �o �o za Za r~ �Zg° Z 0 w F � Z z g W 0 "2 U � O = F Z ><, 0 N > J cn Z H c Ln Q �o 2: w -a p a o = N 0 9� z ou � F 0 2Q WoM". >: Er v0. C,q E<0< fV �¢za a a 3 Z 0 W�LLg Z W Lfi a �W �r J r-i LJj � o Z o v O Q Z u, a° �z N Z m 06 Q a W = ��z 0 az Lu .-i V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. S5 8 0 N N 00 i J m LO r- LO cV c C) J N I- I00 I I alm (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (21 LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905 INSULATIO E BAFFLE 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" 0/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od � W LAYER 1/8" THICK. COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER a.e .. 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 112" GYP WB 8"&'X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) c'M cn v 4"x4" INSPECTION PORT AT a: a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 4. .tr .a FINISH GRADE 00 M I. 1 —11—_ALL—I I I I ° — — 6x6 W1.4xW1.4 I_I_—LI f—I I IiT—�I I I —I I I WWF OR FIBERMESH I III 111 II I I,=1 I I I I II I e' e ° I 11=I I IITI I I I" o z T III I I —III —III � I a. III-1 1I- \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 4I i , , —I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALLS _ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 ^" 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1 ST FLR, SEE J/S6 FOR ADDITIONAL INFORMATION. TRL 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. SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" RIBBONS C�J�J DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.15 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#, MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH — • ° ° a e -ITi i I I•— .. ° I —I fT 11I— I hI I ITI I jT1_1l I LEI I I I i 11 I (3) #5 CONT. ON 3" 8" 1'-8" r 8.a CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB — EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI r F SHEATHING w = SOLID 2x 0) C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a0 C x /El w 4 x E H 2x STUDS w BEYOND. SEE PLAN o 0 U) G FLOOR SYST M 11 11 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O (D O 2 5 FT. 4 FT. O 5 FT. 4 FT. O O 0 0 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM ram/ SFF 0 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.) ROOF NAILING SCHEDULE ZONES (SHINGLE AND TILE) C)NAILING w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO Q SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD 0 j -O¢ (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w u y ¢ O 0 ¢ ¢rOOrn SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH F O � m U PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO LL z , w 2 LL ir STUD AND OR BLOCKING AT ALL EDGES. N W 0 0 � LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING _S� 314" CJ`4s� 1/2" 1/2" 2, SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL © NAIL INT. AT 3" O.C. W18d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O C STAGGERED C WALL SHEATHING INSTALL. VFRTI AI RI f.KIN S6 & NAILING SCHED. SECTION X-X 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE tiiFR�0 NG SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 `r WWF OR FIBERMESH 4 e -1II�III—I I —II °A A" . -III—I � I —III I I e° e. �"IIIIIIIIIIIIIIIII 9 ae ' I III=III=I' (3) # 5 REBAR ON 3"' HAIR 4" l a g W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF, FINISH GRADE —I 00 �III1�' C?Iz I @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. (D Z M o _ Z Q J d U) Lnn' (D _ �cn w • U — 0 "' = 'm E M'_ r- C4 C) N M w E _ — cg c m M (a O co 0 0, z (> Q) tiL00 05 n o o �Ccm u, ov rn¢o B -0. /r < <, r o co 6 0�0 plIa�//j o °C ? Z II• �A•i/ M � LL- J .4?A`"ON°`° LLJ O^ d X z To the be .of t6Q Engi w edge," infration, and belief, the ct I lans arid' tS icatiiQns cont4tried within thes in Fd �,hR��3% Flck ida Building Codfpjc�enti3ittidrl. Engr's the signature and sea , r str ngineering portions of the drawl n �I�` Ali�gineer's signature and seal. O ON Z 0�� >o M aU,f0`" Q) n 0 Ln Q LL oC U Q 00 a � Z � W J S €0, 2a �a h UZOO �� U W �z �22xw > a O LO aWW6-o Oca cq iZ@ oZ Zo Ncf) J Q V zZ z z Q g ii 3 caLn o �a o = N Lu I z 'o� oo¢0 K; V2 N Ir LL Zaoa I- �U4za oPfo Z � °�-2 W Ln w wa �a�'m J Wm Bozo C) Q Z 0¢F aLuZ m Z �� m z � az SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 501 SHEET NO. S6 A 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. J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER D 2x8 BLOCKING FOR STRAP �1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: z' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. E 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 114" CD AND 1/2" GAP TOP AND Eo I BOTTOM, GLUED AND _ NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS N E 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS . 6" 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST WHIM SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 4(t_)SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL __-2x12 SYP BEARS IN WALL '--2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN AND 4" 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 77 X11ILL 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LLLZ4 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" GN THIS STUD WITH FACE OF 2nd RISER ALI 6", 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION RAACH ALL COMPONENTS STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" TOP OF TRFAD— '�— ,/'STRINGER 1X4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS R 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP 2X4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE 2X4 CUT ON BEVEL JLU / AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN / WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" •2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2xl2 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-ArF STRINGER CONTACT POINTS �i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2X4 BLOCKI C—� NOTE: 2x8 DRYWALL STOP NOT SHOWN \ CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE ! BLOCKING J71 ->< M 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = V-0" F SECTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKI NG PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" o tD U) z V) CD � w � p 'U — w O T 0 o 0 C 04 04 `r-, V r U , M mM Cl)W C W2-0 O o N z _r_U_00 ct�T rn o 0 rn Q d 1 NNCBDC ® i' C n, . � N 0 o _w ff tsY t �a LL Pm �6 ,�j ��.a..�..a P�1p rra ws i O To the best of the EngineersI�, ijj n, and belief, the structural plans and speEifice,ZpAtc�'ontained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O oN Z 0 � � >U,°CD M Q 0 Ln Q�U U Q� 3 Z W 110 d' J oZ �o W� z a �a WzQ�n: ZLUW� U Z Q 1—�zZ .2 Oceu-o U�rzCq _ N Z Z > .._! Qo Z W LJJ o O �a U = N 0 g Lu 9�o � 0 0 : Y P J � AU U � m J N£.. ooQo¢ V� z W W 5 2 aQ-�o Lr) lJ_I QQ 6i UP) 8z c U O L W98 ?u Z U z ca 0 o g i z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5al SHEET NO. ST 3 v v 0 0 0 rn LO I 3 m LO N 00 4 - 0 0 N N I co on 3 Q N O CL x v co LZ a U i 0 a 00 0 0 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. HT. SD TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR DETAILS 1X4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 3-1/4" LONG X 3/16"¢ FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6 O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLACK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90^ ` `STD - t�;� . 90° HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE �� 1 X4 P.T. NOTE: O.C. & 4 FROM 3/16" x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( D BOTTOM OF BAND TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 � FURRING _ 2X8 P.T. WITH 3/16"0 X 3" +2 NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. W/ (4)1/4x1 1!2"SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATONPLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX Q SOLID W/GROUT ,2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. •, N.T.S. d7 INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB FACES PROVIDE TAPCON WITHIN ARCH W (4 ) 10d NAILS THRU OSB INTO 2 x 8 ' d RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC IF TRUSSES USED W/ (3) #6 X 4YZ" WOOD NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" k 0� TO TRUSS FRygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + + �GT N PLYWOOD SHEATHING 1-0° 51-0° JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS `� • WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED �, � : n '� EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT + ° #5 BAR '• �1/4 it 2'-0" 8„ TRUSS SOFFIT + . :s� •. o� 10 •s' .: n P e ° CENTERED W/ � BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + ° IN TOP °> 9 H o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP L ®s EACH TRUSS > • . ° p .' ' KNOCKOUT / c"l ° ; CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ �' CONNECTOR — T MONOF 00 ING VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT �' Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o °'. , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 9� HOOK cv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD FOR OVER HANG FILLED CELL ' �; 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ . ,, . e ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►� '' s• ",' s• • o �, s• ' ' f s• `,,' s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B_13 ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" / MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & O ---A NAILHTT4 U S & (1) - 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" t z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER F'F' 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP �O v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL u ; P LU a A REINFORCING AS FOLLOWS: SEALANTT TI=1-Jr T I¢ 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. U z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ , °�� � � EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I ¢ - fn U FILLED CELL SMOOTH. DO NO FURROW. —�— , ' :° `V DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. —1 f \ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° ` G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o . (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH`, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z_M a z° z Q ul cD W W O � ~ o m P !✓ c) N M W 8 C (9 fM N v O O N 00 _ V W L lL Oo co O ca ry Q O .hcQ� �Qo N.CHDC ggp@pp�� fw ��7t�, U) ° Q o o ut og � Fw i To the best oft gi --ledge, in((ra�tt on 8 belief, the structu ns{3efa9 bnti within these drawingpl with he 017 F Building Code - Residential' tip. QFB s signature and seal is only for tR9 gt�rr�l`engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z Oq� DO > (n M I M Q Uo) Ln N tr) z LL F— LZ U cv a �� z WJo� kO d' 5 toz 3� Z d wZ0- �z80 ZLuw� w Z 0f a-O. u��Zo T w z Z o Q� az gz l- '0 o O 0 _ N c) J -< o o z J x O U LU O R 0 u, Q p g o, i Z o w W Z o W U w�6 O Q ��z Z CY QU)z a J = z r n r-i t2 LO SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. SS 1 CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = 1'-01, TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD 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 21 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d 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 BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —� 1 A CD CN N H5 m LO LO cV it Iv -o CD 0 N 1 tIa 00 EIE I —LWOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-011 MAX CB VV/ L-IVV `W LllVl 1 I\VVV VV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-1 O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 11 x 1 112" NAILS EACH 0 1F IF 1-� TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS USSES (2) 12D NAILS —} AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=1'-0" HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 11 NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 11 NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 11 x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 11 & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ (14) L.SEE PLAN FOR CANT. (4) 6 1d INTO HEADER & (6) 11 TOP & BOTTOM SPLIT TO TIE 16d INTO BEAM - SEE OR SIMPSON H2.5A w! BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-1 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 a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR IV SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL -4 MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: 3/4" = V-0" 7 SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE L INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION S CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I F SEE PLAN FOR SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22 SCALE: 3/4" = V-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 11F111111117VIIII=01C (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 11 x 1 1/2" NAILS @ MASONRY WALL 4'-1 O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 11 x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4 COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" EXTERIOR ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSOI OR IF 2 PLY LUS26 w/ (8) 10d NAILS TRUSS SIMPSON • LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 11 NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" DETAILS & SECTIONS CD r Z Al o co Z� a CB p 0 W -a) E (/) 0 M o VYZ ) w £ e— U a)co M C f0 co N U O O p _ T U tU_co U)0 < -he M rn rn Qo All BID T-ir ESN, . &Ra (/t a � i N C)bq 'Z �. Wei aEii°V > o O Y, �S f� a a '4F �Stv.���• v ��ey tiA �I, To the best of the E� r'; o j d eg t oration, and belief, the structural pla A�514411vi ions contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z rq 0�1� �O > II M M < ll III V) L d" Q L u� •D ^ ro 1170 U Q 00 Z LULU � J 0z Lou! a f¢ F- vzop ZLU uJI �2Q� a o �a � = Z 0 Z ro 2:z J iR H z Ln V _ U) Cn = Ln U) z o U) J 9 W 8 �2 o F 0,Y J x Q x88 w U o.'28a o N> � 0 -oa < Q 82 Z ^ 22 �-�u_o Z W Ln W =¢2o J r—I W NzU Q O Q Z u, wz k N z R z m 06 g = a z Lu SCALE: AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1Od NAILS BENT OVER TOP (USE SP8 (USESON SP4 w/ (6) 10d x 1 SP6 FOR 2x6 WALL, USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 1Od TOENAILS AT EA. INTERIOR HEADER DETAILS LO FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SIING LL. MAX. (1) 2x SILL PLATE WI (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE FEET. EXTERIOR HEADERS . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE WI (2) 12d TOENAILS. ° • :�. SURFACE q 2x4 #2 BLOCKING A THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 1Od x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN 3 2x #2 SPF STUDS END OF (} @ CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF •°• • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL �� 1-1/8 RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• SHEATHING (MIN. 7/16") NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL •°. °• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ WOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d OS TOP (7) 10d NAILS & (4) 1/4"2 X TIE BEAM @BELOW. 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT.CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: 1 1/2" = V-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 1 Od x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 1 Od NAILS 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 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. BO SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 1Od (1) SIMPSON LSTA30 w/ (22) 10 NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE [. ff 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER! STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16 O.C. U.N.O. D SIMPSON SP1 w/ (10) 1 Od NAILS O INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR. PLAN FOR HEADER G (2) 2x HEADER SEE PLAN �E 5/8" A.B. 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ CONNECTION @ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) C B H B C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF -- -"—SILL BAND JOIST & BLKG. 2 2 x #2 O 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYPU.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM \ MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE O BELOW JAMBS TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR STUDS BELOW B04;T�MT0IHEADER" NAILS ATTOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = V-0" ° ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 1 Od NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ SEE Q/S4 FOR REQ'D JAMB END OF HEADER INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS ° DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 O O 12dTOENAILS. EXTERIOR HEADERS 3" 0/ �T Np 2x CRIPPLES @ 16" O.C. (2) @ END OF HEADER. SEE 2x SILL PLATE W/ 12d TOENAILS. F� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x ,2�� TOP SPLICE (2) 1 Od TOENAILS AT EACH 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE w/ SIMPSON LS30 w/ (6) ND OF SILL OPENING WIDTH 4 FEET). (MAX.X. OPENING E EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 1 Od x 1 1/2" EACH SIDE ° ALT. HEADER ANCHORr8 IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD LS30 w/ (6) 1Od x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 1 Od TOENAILS AT EACH END OF ° BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 1Od x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" ISSIMPSON BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1Od NAILS 11Od AIILS(& (4) 1T4" 231/4'/ (7) TO BE INSTALLED AT EACH END. PLATE ATTACH Ile END OF OPENING CENTERED TAPCONS �.: W/ (2) 1O NAILS NAILED TO STUD PACK 1 FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 1 Od NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL rjj_-� 9 10 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = V-0" 0 7s� M 0 3 rQ0 a- t� z V) 0 Co TS m ~ ` V C)F�� LU 1-- E— o ® 8 N M m a M O `o 0 pp�q d !J N �LL00 CS (addN�� v� f• Y <C rn LO 0 - w<0 ® D. .a...m..a.se Qg��14 1§iil I q LL ` �e o. . N O 0 .. �11a Py+ To the best of th 'nee 's ormm�lgn, and belief, the structura pi' �p nd specificatik�ained within these drawings ohRf�� I�t:>�F orida Building Code Residential 6th ion. Engineer's - i signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1! 0 Z No O�n 1,0 Co yM Q V '(0 Ul) a cn •,_ � Ln 4 LL Q .-. Z ro la� U rL OO Z ?�ry I--• W �� A ,z W� za E¢ N wa�� c�z000 ZLUw� 000�Z R o . OL 6. U) V7J N L O O z Zo Qv zZ J _ Ln V c N W Cn O ¢ _ N _ Q L� LU xoz o o6 U r06 W C) ce CV Q 0w o Z O O Wac o W Uj 1 ^ Y i W 0 w Z8 C:)Q Z 8 vz Z avi gz O o g = az T-•i 0- 1 cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. D2 00 CD 0 M WEATHER RESISITIVE BARRIER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW E AM 1 L.^VI IIIVV 1 Lf1JI 111V1..1 0 1 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST UM OUTSIDE CORNER W FOUNDATION WEEP SCREED Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 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. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 A Building Paper 7/16" O.S.B. ' sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. 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. WE SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 r Z M 093 z Q J 0- t-n C-9 � t 0 �U - CD LLJ e 8 VZ (n o 0 V N M w F- E -8 co 0) co 0 N O0o _ 5 vcn oCc U) Q o <C it Lo O v 0, x _c� co N_ t0 N rn _o y N 0 7-1 Ci J _Z u o c I N �' W m N w w WCiQa�L z Z �; ow o 0 N R Ego N��° rig m m LLZ ¢ g WIM N¢ O U U CD To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. (MV 0 0 Z N O a) h �>U-)M�O Z M Q (!) (0 Lr) U) 0 N U_ CL U o- o a �� � � WZ J C:) ko J Z s W � Z< �gY� W Q ( Y UZCc) 0 ZOWO F Z S 25 Z O W n k ro J BF�Zo F- ZZ '8 > LILI M Z LL C) a 4� O 0 un O I= u = N 0- LU X 'oW LLJ < 0 0- 7�1__ f-- xo8 UoUC N Z Fs < A 1s W Z J Z< ao Q IU z CY W Ln W w � �'0 ¢ce J r1 LU 10W�a o a z wF8 �Z all z ajj In m N Z a O 00 2 Z rn T a SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5al SHEET NO. W P N U CL Q O 0 `V U U CQ ^^`` O O W 0 March 20. 2018 0 U_ 0 M O Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern: L Q CU O `-4-^0 Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers, Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and vwod specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sitrlar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating vaod construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, w'e recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30f2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEER AP dWBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strang -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 wms.€tronotie.com W^, W z �_ 4V O L O Q L U 0 O L V/ O L W� ¢ z J z J SHEET NO. PA 1.0 4,~"�„a�.`w.'�':».'€ �.. �'-:�)..;; -_ -.. '� i . �Yai d� �-. max_ ���:.. S! •....�. ,S, ch �%%� s..�. '.�{:.,� �t b,',31, •tih-: ^��,� a. ' rm rr.. - �. +.... z.tl '�' `5s.... �?� t .:�'�� .. ,sue -.. '."�, i f "` i.. �.!a �'i'�=':3.' ^ri..' :`��3. ��„ r�-��i'.'�Kr.@��°ru r �� "''".::- .,.�T � � - L lm--c' _: � ..+➢!� :.y��'-R, R `,. �i"='e `5. .c„ a.���a, i t o-a"-.',,ti..' s � fi -.n"�� ,.�': �.°�°'��..=4.'"�st;E�. ;^ � v ����`<A a si f - �� ��'� � .,2=3 r; � r�"��.�h . � ;£,., v�v�-�', A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2608 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856,5 ESR-2549 H0216-3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HUg10 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11486.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 H7A18 FL17660.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130. HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed p N Florida Depantrfterd of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Building Codas and Standards � 1 Building Codes and Standards Pap I Building Codes and Standards Pap I Florida Department of Business & Professional Regulation Pegs 1 of2 > (� 1lm0lb Building Codes and Standards Irmo,$ Product Approval Application Detail irwis Product Approval Application Detail 115=8 Product Approval Application Detall Fy 0 fe Product Approval Application Detail /WL Q = O Flf2es614t1 /♦I� � O V/ Go0t Aug" ! ! Ciro.■ Gag f9dt EmtaLor Vaaa tee av 1� Gars. G 2da l Apormed AN" arada version Entilver Braid a Lks Vast !all 2da Oab.PJd0Ona gag Vied Submitted FSC Anroval A� all" fail .i$i ca 70 ]Slat version LIB Salllatd E aLlaon yWdebd av F19Q V aa�red ffieAgarsnal Aoemnd Aim" bus Version Revision 2017 )ram Th Corporation P� FrsaDnLAL sae Rick VWfaht Lyndon F. SenmML P,E. Bran J. King. P.E. YaedNMI Striped 10115/2017 07112=17 id 10H&2017 12/121m17 Approved Gme Revision 2017 Theme-Tru Corporation g)maal Rick Wrght Lyndon F. SdunbL PE. Ryan J. Kirp, P.E. +01152017 07/72/2017 10116=17 12 I212017 Approved sratls Endly or 2W1 R a !ant Panda- Gala • �11 ReOefon 2017 Tabolli Corporation Rick Lyndon P.E. Ryan J. King, P.E. 1&162017 071122017 1&1t12017 12/122017 Approved nna.Tn Category: Exterior Doss (416) PE43409 (813) 767-0658 Cafsgby: Exterior Donn (419) 298-1740 PE�3409 (819) 767�tf56 IYYa YfQl9a f S�ffd EOaIN�.�.L4fdffia VMS �, Y]@�ffi $ PIG.Aa�1IN Aaa�Cf9 $1■a. f�� �✓ V J U �� (� i�a Cab Exterior Dube Exterior DooReport 9SMMdt, 29&1 rickw 2g8.1740 PE43409 (879) 787-0565 ridcvrenwhldpconautianb. Subcategory: Swinging Exterior Dora Assemblies ill"ll4o rkkw�rwDldgccmuNMMs. suhCaMgofy: SI'/illalag Exterior Door Assemblies rkkwDrvfDHpoomuaeMe. Ravisbeh 2017 Tbertna•Tw Corporation Rldc Wright Lyndon F. Schmidt, P.E. Ryan J. Klnp, P.E. 1&752017 07172/2017 t01iN12017 121172017 Approved Co SubCaalg oArema ComellaremMsdinglop Cmpamce Maed Evaluation Report from a cam EYalmeon Report flan a aMexi tam Evaluation Report from a can dory` Exterior Doom S1nbCateaerY: Swinging EhderbrDedrAwmbses (41A) 29&7740 PE�3409 (81S) 767-0556 rida■rwbkgoonsultenb. ♦ 1 CU Ar or a Fbrkla Registered Arddhnact b a Licensed Florida Fna Repisbntl Artlhaed pr • Licensed Florida Floridar Re i Architect Plonks ReOMtered Archasd a • Licensed Florida Compliance MNhed: Evaluation Reportirom a ��11 Probssbnal Engineer Professional Engineer Professional EEnNhed: ngineer Florida Registered Ardrtad a a Licensed Florida O • Prolossbnel Engineer O L—CkOMY FL111104514M Products O Assurance, Approved for hoped Aga Product Model. Number or Name 2NMXAUMMM Approved for Use A—ved In11�lZ her .Use boa Resist Fr]!M■ esi10 AerLi P A Aoamfedtarlas Imoaat Deek, In HVHZ GldtlftKWHZ ! PJmf■ Ft1m04a1.R2 products t� O Aaaa 1 a. Theme -Tau FberClaask anti SmootlFBtar Nomad t Opaque 12f912020 8 &gnwtNOMmple DrseA is mBli Retort No Yes No Pressing 1�a1Yrs WA 8 f. Thsrme-Tau F1betCfaesk: anti Smooth -Star NorMn186d39;0 &quakNon-Impad&qub; Opaque 17/312020 Composite Edge Fbergtem Single Door No Yee No WA 9 I. TMrma-Tm Floor-Clmb and SmooN-liter Nanbal Bdd�;B 8quotNon-ImWd6quok Glazed 121J120� Composite Edge Flosplass Single Door No Yes No WA ante E Ses7■'■LE:W A1Mtm ed ta�llae Approved for !� g f11RK �.tl1dlZ ! Grim !$tlMlrs � `e"r O • ICU � V Composite Fiberglass Single Door to Edge Door (InpwlnplOuiwvin0; % oprapundon) (ImwkglOubwkp; X configuration) 14 n. Theme-Tru Fber-Claab and Smooth -Star Nomina168ACi9;0 &quothlon4mi acl&quot Glazed 121312020 No Yes No WA O (Inawiny0utswinp; X ooneguntlpn) trwi C enpesite Edge Fiberglass Single Door y, ^ •� V OL F1a104N4te FLhMWa14t8 (InewYhglOutewing;XconfipunWn) ^' V}a! Fira�QLai:Ba � 0 22d& Entilty � lag Ode Pend 1� Sigea sm■L9[ Endinwer&Lianas lag � ShlkN.d smbmbw ! 2dk F11CA Approved mm Sdma Yual■ . Entity or Eualme,& k— Voetlatedey Gags 20 am Vaud i5t� FSCA Aogrored AImM t . O mm version l road EaamaerA-uomae Yddlbm Ymliid AWHWM t3sc9�mrri Aoarmted low Iran version f Y ,By, ill Shot gRo mt Bead1 Enter or Goa no l Geer � co Revision 2017 ThermaTru Caporellon Risk Yftht Lyndon F. Schmidt, P.E. Ryan J. Khg, P.E. 12/132017 12/132017 12212017 Pending FSC Approve Rem 2017 Tbema-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12/132017 12M32017 12212017 Pending F13C Approval Review 2017 Theme Tru CorporWon Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12M32017 12M32017 12212017 Pending FOC Approval Mum Version ibmdmibm 22am Yaadated Sv MOM AWWM FQQiA—ll A —Ad A.bM � r /1 � � V i C.66m: Exterior Dom (419) 298.1740 PE43409 (813) 767-0866 Category: Exterior Doors SubCabgory: Swinging Extorter Door Assemblies (419) 298.1740 PF 43409 (813) 767-NO a ckw@nrbkgccnaultards. Gets": Exterior Doom a Swinging Extabn Dot Assemblies (410) 29e.1740 PE-43409 (819) 767.6655 nta. RBvNibh 2017 ThermaTru Corporation Rick Wright Lyndon F. SdrimldL P.E. Ryan J, Khg, P.E. 12/iS2017 19132017 12212017 dig FOG Appn • Subcategory: Swinging Exterior Door AssanbgM Compliance Ma I -11 Evaluation Report from a mda�nvbkpccrnedsenla. oom CarpSana Mallod: Evaluation Reparl from a ram Com sam l eed Evaluation Rapist from E con CaboliarrSubCxW : Fxladb Doors (419) 29g-1740 PE-13409 (813) 787 55 Fbrkb Regiflaed Arohaed or a Limmed Florida Florida Registered ArdhOed or • Licensed Florida FloridampWrrce t FRegistered ArcMted or s Licensed Florida Architect i Suhcabpory: $wlaglog Exbrbr DoorAeeanbfiea Compliance M*wd: Evaluation Report from a rldnv@rw6MgeomeuSante• oars Profeasbnal Engineer Engineer Proteesioml Engineer Florida Florida Registered Arditct or a Licensed Florida F1.0204311JM Prod uab Professional Engineer for Use Quaft Assuaging, Aoaroved for Use Amend for Uw amasi Design■� gialkAssigaingit A.tglha A■�.Gtl lm0atd 21" F1.0201161410 Products Ilia! audu Ammm Agog A-roWd.Ilmsld ID tiYllz Gfal® Pressure AgaProbst Model. NumberwNorma F In HVHZ Outside HVHZ R Pressure Ater hl HVHZ OutsideltYM Its FJnww�Yrs Quelliv Assurance Ataxove9 for Use Aonrovedfor Use kood Desion 0! 1 s. TBertmTru FnhsrCfessk and Smootin•Sbr Nominal 8buo t Opaque 12I312021 No Yes No NIA 8 I. TMrtm-Ttu Flbw-Claeak and SmoWr-Star Nominal 8&039;0 &gW;Non-IrrparA&qub; Opaque 1201fm21 No Yes NO WA 9 1. Thsmse Tau Flb* Chwb and Smoolh-Star Nominal 8&1bD;8 &quotNOMmped&quot Okwtl 12131=1 No Yes No WA Ant Product Model. Nugrber or Noma ffi Outside, Raskism Pleasant to Edge lass SMp1& Door Composite Etlpe Fbelplaes Skgis poor Cmpcena Edge Fbagbas Single Door 0nswWgAOubwbg; X configuration) CerrnPmaa Edge Fiberglass 6hgN Dote (Inavkgl0ubwkrg; X configuration) 14 n, Themes -Tau FmerCbst and 3meo8nSbr Nomteel B8d3S;0 8uquotNon-Impact&quot Olsaed 12J312021 No Yes No WA (Inswieg(Oubwing; X configuration) Composite Edge Fiberglass Single Door Al�hSi(la14 (lwslnplOhtsxdrg; X configuration) Florida Department of Business & Professional Regulation Fags, el Florida Department of Business & Professional Regulation Paps+b+ Building Codes and Standards 1151sd18 Building Codes and Standards 1/5=1e Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation P.es I or 1 Florida Department of Business & Professional Regulation Pegs 1 of I Building Codes and Standards Product Approval Applkatlat Detail 1/mo18 Building Codes and Standards Product Approval Applkatlon Detail Weals FLa1322$4t4 FL#15226ai fda Em.Ler 21111 Gale Dow pea4m 20 290 Knev or Gars tars Gatti Pars Itnn YmWn 1aYallisligd>r sdmfacf E-ka :J.lcense VYMrsd ev kwwwd AaWrsaled F&C Ammoval AoamYerl AtmM BM VWw milisgmlrsr Contact Bank— tlimewe 920*u t k Validated Aaftmrsed FBSA W,,,l Aoarsntl AgaM RNVWM 2017 Th.--Tau Corporation Rick Wright National Accreditation& Ryan J. King, P.E. 12120/2017 09I12017 12r.2M17 Approved Revision 2017 Thermo-Tru CorporationRldr Wright National AcorWOWgn& Ryan J. King, P.E. 120MIT M12017 1222/2017 Approved -- Caeapory: Ekb for Door (419) 2WI740 MampemeM Insaute (813) 767-0555 Category: Exterior Doom (419) 298-1740 Management Institute (813) 767-OW goilk Enter er peg pia Date Pendinis gig 22111 Enl®L9t Gaa Rma Data PJadl■ 20 Subcategory: Swinging Exterior Door Assemblies ddarmrabldgcomdbnb, fubCategay: Sed" ExeerlorDwAssemblbe rWrw®rwtddgansWfanb. LM Version Alliguillialm Contact EnaloesLALkid! Yalmaam Wedged almmmed FIIQA—raW App@rsd Ali" Muss Version I Cooked EOainea[#.License validated By YeddW6 $,,braided FEGA■roval App®Md At" Compliance Metlmd-. Grti6oation Mark or Lbtlnp pion Compliance Mashed: C tilicatlm Mark or Using Conn Review 2017 MI Wmdoxs and Douro Brent SNAW Luis Robert Lomas Sloven M. Urieh, PE =13=17 OSM 12017 0 I&M7 10110=17 Approved Revision 2017 MI Windows and Dots Brain Slaw Luis Roberto Lomas Steven M. Won. PE 0&132017 =112017 Om62017 10110=17 Approved Pjfl56 Products Category: Exh ma Doors p17) 3654M PE-02614 (717) 317-8454 Category: Exterior Doors (717) 365-M PF-62514 (717) 317-8454 SubCebpory: Biking Exterior Door Assemblies oe&8nparQndwd.com eubCefepory: BalExm Sliding Exterior Door beNanperQMwd.00m Approved for Use Approved M Use tmm>ft Gssl■ Approved forUw paMadhoth Evaluation Report a Campltenn Method: Eveketidxu Report from a ;toad Product Descries= S20UNIZIRkNIRLMk In HVHZ oullu tHVHZ Resistant P.IIesars Asa.E Product Mcmdal, Number or Harris conhad mucastion Dow In HVHZ 0111,111111,11HIM R..bb t Pleatrs Florida RsgisOlnd Architect or a Licensed Florida Florida RegiaWed Arduted or a Licensed Florida 1 a. &qum;CltasloCrMquok and &quotBenchmurk by 6R and &0 Opaque and Glazed Fiberglass Door with 12/31=1 No Yes No WA 5 e. &quN;SmoolMSIbr&quot anti &quotflenchmark by 6M and &o Opagre and (lazed Fiberglsas Door with 12/312021 NO Yes No WA Prolesalonal En~ Pniessloml Engineer Theme-7ru&quot end without Skleass, hissing and Ouhwkg Therms-Tru6quot and wi8aca SidWtes. heweg and Cowwkg Fll1&t32-R4 Pmduats Queft AMIYmMa AMtrmtffigr Use ADDroved forthe mr■er Gatl■ Q aa4CAssarsa9! 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Number or Name ProdueL, In.HV"Z Outside HVHZ RnIalant Fi9l1Y@ Aeda mwnlw PlyidualDwagription Contrast Fbachisdoni DOW !i out"LtYliZ Realsbaft Pilsome Search Cdbft Search Cdb& 3 SERIE3 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12/312018 No Yes No WA 4 SERIES 420 ALUMSN M SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 1213112018 No Yes No WA 145314&quotx9IlkWI; X0, XX 9eaquotx96&quot Florida Department of Business & Professional Regulation Pape l or i Florida Department of Business & Professional Regulation Page or I Florida Department of Business & Professional Regulation papa i Of I Florida Departrnent of Business & Professional Regulation page, a+ Building Codes and Standards 1/mba Building Codes and Standards ,/angle Building Codes and Standards 142018 Building Codes and Standards 1=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applcatlon Detail FIS11127945 seem Enft or 21k !ede Pak PNWM Gag 13114279$5 220 snow or Galt !ffia Gars lhllBDa 20a FL*15332A4 14,01111332,1114 frsda EnM or Ra lag Dds P,mA■ IatB 22111 EJlersr Gem Gala Dab PerAlm 20t mm Vm on Mi aWactigm Cana ! Esahu[3 1.1sama Validated By V Ndwbd Af0lmtadd F1111CAMoval AmWaved AtmM BM Version lkadralrsr Smeerd Esarsn[A License ValWeMmt Validated aghMM PW AoorslMl Alarmed Meta mm Version [a1M■ctu E■law&LImung VWd bd ay Yalldod Amwwmd FELe.AQerOVal Approved AMA ISDa ymiew IIIWfislal perms EmINa[AJ.MB■4 Vaadmed By Vallduad 3 FOCA■Olen AMR Review 2017 Clopatr Bu9dig Pmducb Company Mark waaterflek Interlsk Testing Swims NA, Gary Kohler 112SM17 08110/2017 121052017 Approved Revision 2017 Cloney Building Products Company Mark WWbmbM Inebk T"ft Swvloas W1, Gary Ph*hbr 11292017 OWiO2017 12/06/2017 Approved Review W17 MI hhMdows and Doors Brent Saeger Lids Roberto Lomas Stevan M. Urich, PE W132017 0811112017 U&152017 1011&4017 Approved Revision 2017 MI Wmdowe and Dona BrentSMrgar Luis Roberto Lomas Stevan M. Urkh, PE 08/132017 08/112017 0&Ma2017 101101M17 Approved Category: Fxlerior Dom (513) 7708082 Inc. (513) 5194W Category: Exterwr Doom (513) 7704M Inc. (513) 5104%8 Caeoory: Exterior Door (717) 3653300 PE432514 (717) W-8454 Cases".- Exlerlor pooh (717) 36s.= PE-02514 (717) 3174464 SubCabgery: Sectional Exterior Door Assemblies MWINSWSeMgOIoWY.— SubCebgay: Sectional Exterior Door Assemblies m weate le"clopay.— MINSubcategory: Sliding Exterior Door Amsembiiss beMnper@mmwm d.c SubCaegby: Sliding Exterior Door Assemblies beMnge�mlwd.com Cmpikr Method: Certification Mark or Lisbg Com,plience Method: Certification Maly or Listing Corm q%anm Matlw, : Evskatim Reportfrom a Compliance Method: Evaluation Report from a Florida ReObtend Archited or a Um a cl Florida Fonda Regblerod Architect or a Licensed Florida CIO Professional Engineer Professional Engineer Quaft Assinwrics Approved for Use Approved for Use NEW paean Guess Amrance Approved for Use Approved ffi,Ly! grsasi Design FLIIJ�APnoducls Aeaa Product Mod@L few Product Gnadollon contniatmagaigaggis IaIDBe Dukakis HM Ism Presage, Ant In HVHZ Outside, HVHZ PnWirs F01153324114 Produclis 37 037 W5 (* PAN-2F151: SW 94, 73, 76, +Sold, 190, 76, Steel Pan (min. 28 ga.) Stegl -Csr (up to 9D• wide) =212028 No Yes No +30 PSF/-32 63 053 W5-ib PAN•2F153: 84A, 94, 73, 75, 15W, 190, 4RST, Steel Pan (min. 25 gaaOoub"ar (9'Y to iSW 05/21=6 No Yes No +30 PSFI-30 Atarovedfotfa! Approved for use lmaw Design Quaft Assamarm, Aabowd 14r Use Approvedfor Use gpact Dealer, 7SV, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42. 56,488, WINDOODEW74; WS Genge Door PSF 4RSF, BRST, BRSF, 48. 42, 55. 480, 428, 563. G05S, wide) WIIDCODEW74; W6 Garage Door PSF A49.a Product Model. Number or Name Fagg Desiadgygp inOutside.L I Pressure Ant Product Model. Mun*w ar lien In lava. G Rmkftd Pressure 42B, 565, GOSS, DOM, GRSS, GRSSV, ARSE, AR55V, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS. EDSSV 1 SERIES 420 ALUMINUM SW SMES420AUM9iUMSGDOXO 121312018 No Yes No WA 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SOD OX, XO,XX 12131ams No Yes No WA EDSS•EDSSV 1453k&quctx80&quot NON -REINFORCED 886quot7c806gnwt NON -REINFORCED LA11111ml, Criteria ■ alama� Florida DepaMien t of Business & Professional Regulation page I a I Florida Deparbnerrt of Business & Professional Regulation P.9a+ e 1 Florida Department of Business & Professional Regulation P.gs, al+ Florida Department of Business & Professional Regulation( puyp+ of i Building Codes and Standards 116=18 Building Codes and Standards +Inaba Building Codes and Standards anee Building Codes and Standards ,Holear Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail lisL1324Ra FL32614tla Res7aa7.R7 PLa174es#2 Fade SaIrsLK Gee Gafte Dab Panama fate Satle Enow or 24t go GataEa�m Garr � Enft or t201 iaa Gay Cws■ Gag Gedt Enft or pet tale DaloPian.■ 201 mm Vlrsan Mersifachmer act EDaiouLaLbama Y&IbW. Yddod Submitted FIICAmeaval Anormil MUM Mum Vote Menutaclum Cooled FDaWaaLk� 1/•1ldided0, V Udfidd S b.ftW FOCA■rslal Aao@rsd age■. IYla Version Manubahm Contest Enptesar&Lloense yalMabdby Ysiltlod Submitted FICAgorslrsl ARMWAd slabs Iran Vsman mood fw— contact Eoamisealtramia Validated By Vslmtled a,mmmed FICA■roal Aamovad Amato — Review 2017 MI WAndows and Doan Bent Stager Luis Roberto Lams Sown M. Wall, PE 0&13rM17 0&1t2017 0&152017 10/102017 Approved Revision 2017 POT hxk drk s Dean Ruark MiamF-DW Dode 8000 - CER Mianis BCCO- VAL 12)2=17 112MI7 1212&2g17 Approved Review2017 CURRIES ONbbn MMDG, Inc Dedk:Oave UL LLC Ted Berman, PE 11150=17 10/262117 (1/0&2017 Approved Review 2017 MI VWndows and Doors Short: ur Sge, American ArMBedunl Sloven M. Uridh, PE 12rAM17 12M32017 Validated■ Category: Exterior Doom (717) 3tt"M PE-52514 (717) 317-0464 Category: Exterior Dom (rat) 438-0100 (788) 316.2390 CideqW.SubCaleg Fxtemb Dam :Exbd-.Door ComponentsMarko (841) 44F2814 (305) 868-4707 deve.dedb@aeceWby.da CWA9": Windows Hurt (717) 36&WW bammrgar@miwd.com Manufacturers BubCabgory: S9tlhg Edebr DoorAeserM6es bsMngeramiwd.cbn Somplibgory: S9dlrp Exterior Door Aseerrb8se druark@pgtkdrrsbtes,axn Compliance Comptlrnee Metlwd: Certification Mork or Lisdnp m Cwobg Malingle Cmpltem Matl,od: Certification Mark or Ihtlnp Compliance Usawd: Evaluation Report from a Complance Metlwd: Certiflnatlon Mark or Listing Florida RepNtend Architect or a Licensed Florida FLi11637417 Products FL)174eaA1 Products Professional Engineer FLaMAn Produces A■a Prnbrtt Mend, asunder or Wane Product Dsdgdodon stamrstionpob AuorwedforLW Ammm"brUm la.11W"it gland Oulakle NVHZ Resistant pesi■ p teat Product Medal. Number or Narne Product Dencriallon Approved for Use Approved for .ta! know b,HN]a. Outside, KWO Hill" Design Pressure Aead Oudft Assimence Approved for Use ADWovedfor Use typed 1, HVHZ GaWtla HVHZ Bad" pMl■ pressure Q� Assurance Approved Ana Imw Deal.10 SOD-5570 (Legs Missile Impact) Vinyl &iorg Glass Door 04/141MI Yes Yes Yes WA 1 607, 707, 727, 747, and $47 Single am d Palos of Do Flush, Glazed, and Louvered single and papa Of12/312026 Yes Yes Yes NIA 2 105 SH 62x84 Fln/Fl rge Frame IGISO Single Hung 100 mill No Yes No +6&-00 AKA ProduG YotlN. Mrmber er lyrsa In.NVHZ GYWdd, HvHZ Resistant PrAsum hollow metal doors. 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SW REINFORCED XXX 12/31MS No Yes NO WA code V4091011M 2017 FIL 00 251.10 143&quotXgS&quot Cn Florida Deparbnenn of Business & Professional Regulation Pegs, 0 1 Florida Deparbrient of Business & Professional Regulation Pepe I or 1 0 W Building Codes and Standards 1/642018 Building Cafes and Standards 115018 Florida Department of Business &Professional Regulation Pap t of Florida Department of Business & Professional Regulation p.e.1 d 1 Building Codes and Standards +P,201$ Building Codes and Standards Irmo,$ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (/� `+ • p fade EI11I6L9r lam ! Gam PLAZ Sdee lido Do lea hndm 20 BNE16r9.R6 lrJitA3fP$4 DVersion taa L�II pContestEoamLilkaNe vallesbd ByYasdMmd $11�Wed J-�S'aAtarslrsl Approved Am" lMinYwloa llaml4mlrs[ ine Contest EDWwont.ALicense Validated By YaIfOkMI Agidaged EES.Aao[aYM AOarsyad $al1M 211111 Eaft at RIM 2di DON Pendirm 21k 920 elm„ or 21111 20Dab Penclina 2at Revision 2017 MI NRnclows and Doors Category:Windows amen SMnger American Pudlltedunl Steven M. Urich, PE (717)365am Marubcerren Association (717)3174454 1=3112017 12/312017 011042018 Approved Revision 2017 POT Industries c:etagWV: Windows Dean Rwrk Mismi•Dade SCOO - CER MW&Dade SCCO- VAL (941)4854100 (786)31&2590 122&2017 IZIO 017 12 6=17 Approved MUM Vsnlon ldlrsfactfl[er Cooled Enak—A Llama Yalltlm" Yasdated AWOM FM Approval ApprovMd sm Lu Yerean N&Mdmbm Gerald EOalmtlLALicense lalldaMd By Y&Ildead aldlmlWd f&GA■rMsat Anomwed Awn SOM:atepory: Fixed beMnpar@mMd.cotn BubCategorry: Fbnd dnamce{gtlndushlas.can Revision 2017 Cbpay Bustling Produda Company Mark WesterheM Interteervice k Testing Ss NA, Gary Ph ehfer i trAm17 0811002017 12AMM17 Approved Revlalon 2017 Clopay Bustling Products Company Mark Westerfield I rim. Testing Smoss MA, Gary PkehW 1122D1 87 08/102017 12M=17 Approved Compaance MMWwd: Certification Marie or Listing Compliance Metlwtl: Certification Mork or Lbtlrnp O Category: Exterior Dom (513) 7708062 Inc. (513) 519-0588 Category: Exterior Doom (513) T104 M Inn: (513) SIM588 SubCebpory: Sedaonal Exterior Door Assemblies Compliance Method: Certification Mork a Listing Sectional Excerlor Door Asmmbtip Compliance Compliance Molhod: Certification Marie or Listing mnrrastv9ekQobpaTcom � Quality Assurance A,,,—d for Use AporovedforUse Wo0d owing OLWIW ANarsmea Amroved fouLla. Apprywaffortiss IM259 D.111- FLiMS276M Produals p,tiB27llMPndu , AsnA Pmlcillodel.Numilaworflams Product dman Contract ExalrdSoll Dab In HVHZ Resistant PJyMMn Ana ProcluaLDIscriodon Coribract EmAradom DON kHvHZ oubdde HVHZ Bamrrm pressuto AMA Gustav AssuranceAourored for Ise Aeaayed for Iles I� to HVHZ O R� tall@! pJ Iaaa preclact Desoulboa r&Dbdg=kld2R2W In HYM I8l� Outside HVHZ 32WI < J Pressing 1 185 PW 73 x 721neubtad Glass 04Po312018 No Yes No +801-00 9 PW3S20 (Large Mieaib Irtgad) Vhryl Fiord VYmdow 043&2020 Yas Yee Yea WA 85 O85 W6-09 PAN-2F163: 73. 75, 84& NM, 42, 48, 42B, 488, Steel Pan (min. 25 g&) Single -Ca (UP to 97 wide) 05121I2028 No Yes No +38 PSF/-42 102 102 W -18 PAW2F1S3: 73, 76, 84A, 94, 42, 48, 428, 488, Steel Pan (rrdn. 25 ga.) DoublaCar Wr to IWZ' 05212023. No Yes No r37 PSFH7 4RST, SRST, GD&S, GR&S, ARSS, EOSS WINDCODE&e174; WM Garage Door PSF 4RST, 6RST, ODas, GM, ARSS, ENS wide) WINDCODEta174; WM Garage Door PSF �rJ Cn O L Florida Deparbnent of Business & Professional Regulation Pppe+of l Building Codes and Standards Product Approval Application Detail �U) Florida Department of Business & Professional Regulation pe., of 1 Florida Department of Business & Professional Regulation gape, or+ `V Building Codes and Standards 115+m+8 Building Codes and Standards 11501e FLOTS4262 /Y'1\ sgdk Enter or �. � laid !ag a a ■ Product Approval Application Detail Product Approval Application Detail Area version ! Gonaot Em�La. VWestee m YasdaYd aWmWed FACAfama al Approved AMR Revision 2017 Therma-Tru Corporation Cebaary: Donn Rick Wright Lyndon F. Schmidt P.E. Ryan J. 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Category: structural Components Subcategory: Tnne Plates Complikinse, Method: Eviewtbn Report from a Product Evaluation Entity FLitt97.R6 Produces Eat PreduetMdbL Numherer Maur 1 MiesHs search CrUsift Florida Department of Business & Professional Regulation Papa 1 a l Building Codes and Standards 1152018 Product Approval Application Detail E2ftOF RMl laic DMOPoWim Rork Conwd E■In1rALicense valet Yagdod a,lbmukd FBCdpproval approved Am& Stuart Lewis ICC Evaluation Service, LLC 1Mlgam M. Renied, PE 02/1111 017 0810712017 Oa21/m17 Approved (647) 9184W73 (407) 881-1917 slewwaa0kwkw.corn R■lliv A ■m! 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Gulf Seem, i 3!4&quaLock,; Snap Lock, 04/122024 No Yes N/A +N/AI 18&µlot; Wide Roof Panel over 1532&qua; Plywood -10815PSF Product Approval Application Detail Product Approval Application Detail 12 26 Ga. 5V Cramp Mn 26 Ga. 5V Crimp Roof Panel war 1532&qua; 04112/2024 Yes Yes N/A +N/A! 13 26 Ga. 5V Crimp Plywood Min 26 Ga. 5V Crimp over 1532&qua; Plywood 0411212024 No Yes N/A -156.5PSF +N/AF131.PSF FLefes.RlO FIA"44till 14 26 Ga5V Crimp Mn 26 Ga. 5V Crimp Roof Penal over ix4 Wood 04/122024 No Yes N/A +N/A1 Purlins war 1532&quol; Plywood -156.5PSF 92111111 Edks[ 20 20 Dab PJprtllm gate Rd! Eatits, 20 20 R1k.PoindIm 211111L 15 26 Ga. Gulf Lok Mn 26 Ga. 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Rothman, P.E. 052Z2017 0e2012017 07/03)2017 Approved Category: structural Components; (253) 924-6476 (80) 839-1344 Subcategory: Engbeerod Lumber Rabarlfaklwin@waysde compliance Magrod: Evaluation Report from a ftw.can Product Evaluation Err* F1xen4n Proaeaa Approved for tins Approved for Use lesaf gpg(pn aa2 Product Model, Numbeir"N ma Pi4dY0 Description contract Expiration Dab Int1YtlL RllmtlalAIM 1 Pr:mlrs 3 TlmberSkand LSL Lownebd Strand Lumber 03/31/2019 No Yes WA WA Search Cdbk& Sea # Product Model. Number or Name 18 26 Ga. GUIfPBR 19 26 Ga. GulfPBR 20 26 Ga. GUIIPBR 21 26 Ga. GulOtib 22 26 Ga, GulfRib 23 26 Ga. GUIfRib 24 26 Ga. GUIiRib 25 29 Ga, GulfRib 26 29 Ga, GUBRlb 27 29 Ga, GulfRib 28 29 Ge. Gulmiib Beach Crlterla Code Version: 2017 Application Type: ALL Category: ALL Application Status: ALL s ranee Enid Contract Expired: QuaIItyA Assumes ry Epp e ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description Min 26 Ga. GUIfPBR Roof Panel over 1x4 Wood Purlins over 15328quot; Plywood Min 26 Ga. GuIfPBR wer 15/32&qua; Plywood Min 26 Ga. GUIfPBR wet 1x4 Wood Purlins mar 1532&qua; Plywood. Min 26 Ga. GUHRib over 1x4 Wood Purllns war 1532&qua; Plywood Min 26 Ga. GuffRib over 1532& ua' Plywood ood q Min 26 Ga. GulfiRib over 15/32&qua; Plywood Min 26 Ga. GulfRib over tx4 Woad Purllns war 1532&quoF Plywood Mn 29 Ga. GulfRlb over 1x i Wood Purlins war 1532&qua; Plywood Min 29 Ga. GulfRlb over 1532&qua; Plywood Min 29 Ga. GUIfRlb over 1x4 Wood Purlins war 7/16&qua; O.S.B. Min 29 Ga. GUNRib over 7116&quol; O.S.B. FL M 11651 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant: ALL Data From: ALL Page 2 of 2 328/201e Omalfty Assurance Approved for Use Approved for Use Impact Be, In nil Contract Expiration Date In HVHZ Outside HVHZ Resistant Pmasure 04/122024 Yes Yes N/A -NIA/ 04/122024 Yes Yes N/A +1511PSF N!A/ -164.7PSF 04/122024 No Yes N/A -NIA/ -151.7PSF 04/122024 No Yes N/A +WA/ -164.2PSF 04/122024 No Yes N/A +NIA/ -159:2PSF 04/12/2024 Yes Yes NIA +N/AI -1592PSF 04l122024 Yes Yes N/A A64.2PSF 04/122024 No Yes N/A +N/A/ A235PSF 04/122024 No Yes N/A +N/A/ -146.0PSF 04/122024 No Yes N/A +N/A/ -101.OPSF 04/122024 No Yes N/A +N/A/ -116.OPSF N N L Cn CQ U C O s= .� Cu 't3 N A Cn N U O C O Q W ICUQ O LL +ma «CU ICU CA)V - -0 E W O i � � .= ``/0^ v) ■ ti O CIO U ■ ti Cn 7t:f O -1-5 W �U)errar \ V O L u O L. V 0- U) W V cW G Z z Q J SHEET NO. PA 1.3 I -1 -1--------- T- I ZT1010