Loading...
HomeMy WebLinkAbout3193 Kresterbrooke Lnr ABBREVIATIONS A.B. Anchor Boft F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foott Feet Red. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator 9 A.F.F. Above Finished Floor FIX Faced Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh Bookshelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int, Interior S.L. Side Lights Cir. Clg. Circle Ceiling KNWell 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 LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window = Dist. Distance Min Minimum Typ. Typical N D.S. Drawer Stack M.L. Microlam U.C. Under Counter o D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise � Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical NElev. Elevation Opt. Optional V.L. Versalam °O Ext. Exterior Pc. Piece VTR Vent through Roof i Exp. Expansion Ped. Pedestal w Washer Q FBC Florida Building Code P. PHONE W/ With � Fin. Flr. Finished Floor P.L. Parallam WIC Water Closet nl F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit, HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot N REVISIONS 0 J N 08-20-15 1.0 NEW BASE PLAN 00 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS e] 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. al 03-29-18 5.1 UPDATED PER CITY COMMENTS _. a 00 ALL WORK SHALL COMPLY WITH P7.77VAILING CODES FLORIDA BUILDING CODE. AND THE CITY OF ZEPHYRHILLS LENN**LR� 2575 INDEX OF DRAWINGS I SHEET DESCRIPTION 1 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 S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 I PRODUCT APPROVAL NUMBERS 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. z$ z�z Q 0- 2! V) Ur Q) cn +-' W LU Ch = o U � ih M W ® C ftl th O O N U Q FZ- o �•••. ,� El = 60 • ( "+ C a oa Cf f'.! Op. p 7o the best of the En n �r}}}yy��qW/Q�g� tiAkifittaiion, and belief, the structural plans an"dij+tKdiW1dnscon`ained 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 N N 0 .N r> V) MC:) M Q M to a cn •16Z d' 0 HvL� >Z ^ tY V n Q E� W Z J � d' �z WC) �a H gQ8,0 U,Q R 2 0 w W0un V F w >` LU $ o �3 0 Lu o = o Lu o� J Lu VO Q awo 16 0 Z w ,^•i Ln LL ,--i LUZ Q Z N 00 Z g � = + 0 a V) SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5al SHEET NO. C S a LID LO N zt it N 0 J N Q 00 E Go 2 YP @ 2 STORY (i�H.B. N iv • - r----- 24 ___ 24 ___ -- OPT. N 5-SH 16" DEEP - D 2x6 WALLREF. — — — — — — — — — — — I I IIIIII IIIIII 266 B.F - I IIIIII 174 60 �OA 2 68 N KITCHEN j8'rCl - 'F T LG. F- Ir 0I I p I I I iE Hi r — I I I I I�I 1I1 01 3. 3e 36 .3 ---- -----; I= Li U CC S3 EDGE OF SLAB 2" BEYOND WALL N 20'-8" I o I I I I Oui I ui I I O I I x I I I I I I I I I Y N 4'-0" r- 6'-2" V-6" 4'-8" 2 CAR GARAGE I I I .- PATIO DINING ROOM 0 8'-8" FLAT CLG. O 0 CARPET 0 o In � r (3) 2X4 #2 SPF WI (3)16d TOENAILS @ 8 -8 FLAT CLG. BUILDER TO PROVIDE 2'_6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC I O //,,��\(3 2X4 #2 SPF W/ (3)16d TOENAILS iv @BASE W.H. I I I I I I I I I I p I I I s3 I I L----- -- --- CC (3) 2X4 #2 SPF W/ S3 (3)16d TOENAILS @ BASE o ' N iv BASE TYP @ 2 STORY S6 Fj F-: �I oOc �I O OI 8 O u_ � T-8" T-8" T-6" ------ I 8'-8" FLAT CLG. TILE FOYER ITRY 6'-0" '-2" (2) #5'S 2068 B.F. HDR AT 7'-4" ! 8'-8" FLAT CLG. - - r 5-SHWALL A ' FAMILY ROOM 8'-8" FLAT CLG. CARPET .O PCn �3 (3) 2X4 #2 SPF 8'-8' FLAT G. TOENAILS @ W' (3)1sd j 12 BASE -- -- 42" SLOPING 11— _ _ _ C'J 0 tj FLEX 8'-BC" FLAT ARPET LG. _ M O (2) #5'S - CV in 80 T °Q HALF WALL 0 10 _ 00 AC PAD AC PAD — — — FLOOR G.T. _ `r1S — — 9 I I I 1 4 I I I 18 I I I !UP .46Rl I I I I TYP @ 2 STORY I S6 0) H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d J 1 TOENAILS @ BASE 8 -0" HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (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 20X26 18JX25j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 } X 62 J S.H. 16 20X72 18}X71j S.H. j 32 27 114 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 j N/A S.H. j34 27JX50i N/A S.H. J 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. j 35 27 J X 63 26 X 621 /2 S.H. j 36 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 112 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 381J 52 } X 37 j S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 } S.H. 36 54 X 72 52 } X 71 j 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 8 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" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 �E +26.6 / -28.0 0 +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET EME14OMPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSUREJ +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. ALUE/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 1 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 z c CD z� Z Q a (n Z V) (9 ( j N 4--J w i>3 p *u — IO,^ � V / Z:) Vi Lu eoy w M '~` C) co0 04 �a M $ C.,LU cc cm LL o Al I d ``\ c NN �.,f....%U) 9�R O r� J 5 e : c LLt w 1> UMq) f •= .. To the best of the Engineer's k Agin ormatfon, 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. 11 O O Z fV � O�CD b> V) M �p M a U') d cn •L d- AR Ln C LL ca. FQ-- Qv a� W Z J ct" Z W za 4Uo �V Z W W11 z J o � Ln O �o Lf) LL �3 N N = U) J ` 'f - � 0 Q,`A�`= ujC Zy J Ln rl LLJ lL a LL ri Q Z m N /y�� Z 4Z tU Tw 0 rn w T-4 J a i to W f SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ol SHEET NO. 1.0 a a 00 E 6 D2 25 SH H1 TYP @ CORNERS U.N.O. R&S EGRESS I'------ ---1 J O FIBERG cc SURROUNa I TYP @ 2 STORY CO W.I.C. BEDROOM 4 P 3 D2 18'-0" FLAT CL . 8'-0" FLAT CLG. BEDROOM 3 co I I o CARPET 1 8'-0" FLAT CLG. qu) CARPET =I rn �1 I ROOF G.T. TIL � X N I T 2��N 4'-2". rp j TYP @ 2 STORY 00 I J S6 0 4068 B.F. coo N T N I I N o w Z v: 7Z- 4068 B.F.L N 60"X36" `' �p z m SHOWER 00 -- In. _j J to N — — — — — — — — FIBERGLA R&S c�v 266$ — — — — — — — — — — — — — SURF CUN N 4'-0" 5' 10" 6'-1 5'-4" 2 -42" 2668 13'-7� M ° M w 6 H1 D2 A" BEDROOM 2 Or 8'-0" FLAT CLG. w 2468 LA CL ° I.- " -� I ATTIC t- CARPET c 8'0' ILL:© U)I I a o I I 4��_J �I m 1 o - ------CC �J P I 00 1 I 00 O Co a I TI I 007 Lu u�wpD2 j r SIM. I ^�o w/ (5) STUDS 3N " 2'-4" V-10 2868 T 5'-4" 2'-6" t I -nI — — — — ——C J 16'-8" "' 4'-Oz" 3'-72" 14'-8" OWNER'S YR. -En A.G. 6 SUITE I LOFT r 15 = _= I H3 D2 = � u OP- O 8'-0" FLAT CLG. CARPET I 8' 0" FLAT CLG. H2 e D2 14 13 c7 — — — — —� ROOF G.T. — — — _ _ _ — I I — CARPET — — — = ' N W cc i _ IQ ct to I I 11 z I I r d 10 -- I a� LL � 1 9 =- 1 1 1 2 I I I I I8 0 TYP @ 2 STORY I I= J S2 ¢ ro TYP @ 2 STORY M S6 I I N � I I I I I I I I I I I I I I I S6 J_ II FAM U 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 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 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 20X26 18X25 S.H. 13 20X38j 18jX37J S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 j X 62 4 S.H. 16 20X72 18JX714 S.H. J 32 271/4 X 26 26 X 25 S.H. j 33 27 1/4 X 3811 N/A S.H. j 34 27 J X 501 N/A S.H. 33 N/A 26 x 37 S.H. 34 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 621 /2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 4 X 621 /2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 } X 71 j 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE1 +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET OH SEE SN 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 [!1111111111111111 - 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 "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) 0 Z o z�Z Q a z Cz ^Ul' C9 *W-J w 0 LAJ c/i o 0 �M w c to v2 O C',C) _ ni rR �o. c Iz Q Al I B D. N.C.B D C ti S� . KZ u(—j oz, eLo z ULM •m f:f71R}if d ❑ 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 0 0 � N F>'•t M CD z M MpLn 11 cn •L � 0 HCLG a .-. 0 00 Q E00 WUJ Z J �z w �a gqo: �U z-j Z 8� L � Ln r S �z Z 1 n J U cn3 U, O N z V = N O o� LuQ lg� Z J ,..I r-I LJ.I z E z O� In � (y 06 ZLU :5= ,-I a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ol SHEET NO. 1.1 f a 00 0 0 s 00 L SEE PLAN FOR LANDING DEPTH � 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 (2) 2x HDR. REQ'D @END OF LANDING FOR STRINGERS TO CONNECT TO 0X" LL 1 rIS t LD LLu PIP 6 Z pi LU LLJ u 5al MIRROR 0 OWNER'S BATH 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 v z WALL) CONT LEDGER w/ (3) 16d a NAILS @ 16" O.C. MAX. TO EA. v STUD. ((2) 1/4"X3 1/2" TITENS @ o 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH O. M s O (V 0 Fh / 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 1s" O.C. KITCHEN PLYWOOD @ 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. LO fb 60 -A,-n" 8'-54" KITCHEN INTERIOR ELEVATIONS STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1` NOSING to conform to (2017) section R311.7 SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 73/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than �e". d depth. minimum tread depth shall be 10". The greatest tread depth within any of stairs shall not exceed the smallest by more than %'. The radius of the nosing shall be no greater that 9/6'. Solid riser nosings shall not be less than'/," but not more than 1Ya". The greatest nosing projection shall not exceed the smallest by more than YZ". Beveling of nosings shall not exceed 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 1Yi'between the wall and the handrails. 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 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 %"gyp. AIR SECTI SCALE: 1 /2"=1'-0" z� z� z Q a (n z cn c9 � w ca o W O � ~ E � can � c6 o m � U W �ItIM N C y � � O Q to T.O.P. HDR HGT. -ICO 1 " x 12" N SMOOTH TEXTURED TRIM / BAND - 2nd FIN. cn�iv FLR. r- T.O.M. HDR HGT. F.FL. N G. E E a 12 zz::::�5 a R N 1 DECORATIVE SHUTTER FRONT ELEVATION - Al LEFT ELEVATION T.O.P. —_---_ HDR HGT,, NIO 2nd FIN. FLR. ------- T.O.M. ------_ HDR HGT.,, F.FL. - Al SCALE: 1 /4"=V-0" A. 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/ portiand 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. '. W Z� z�z a z cn 0 -J W o �U — 0 c E (om/) CIO C) U W r m M M L LL E C)c =I � M ¢ rn Q 6 Al1 B D. N C B D C 4 _?v OWN gam• t z LU �••�•• O To the best of the Engineer' ormation, 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 tV 1� 01­4 CD z >(J')MO M Q V) Ln a cn •L �t- 0 C LL a 0 -. �0a00 Q E `/ W Z M J 0 Z w� Za wig uz00 0�W cc Z F �ZI z 4 2 J<IiM W W C~� w 18 iRu U / vJ _ N o ¢ Lu . 0 0 uJce DC a � z J Ln r-I LU of z~ g 0o cV 00 z z g 1— U LU ,-� a = (n W SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO. 5ml SHEET NO. 3.1 ■ R a LO N Z v N O Z. N 02 I' Q 00 13 0 00 CT r, a A... CV F, 12 5� T.O.P.------- HDR HGT. 12 Z:::::�5 L I CJ CJ CJ 2nd FIN. _____ N U _ ---------------------------------------------------------- -- FLR.--------------------- CJ/WEEP .,, CJ/WEEP T.O.M. - ------------------------------------5� F.FL. ■ T.O.P. . . . . . . . . . . . . . . . . . . . . . . . . . L HDR HGT. 2nd FIN. T.O.M. 12 5� 9' RIDGE VENT - — — — — — — — — — — — — ROOF TO BE CENTERED ON DOOR --------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - Al 12 ----,j5 SCALE: 1 /4"=V-0" ------------------------------ ------------------------------------- 25 SH � 9 f' N fn = TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 2'-0" F.FL.-------------------I--I---------------------------------------------------------------------------------------- RIGHT ELEVATION - Al SCALE: 1 /4"= V-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. z M — CD z�z a V) U w n_3 0 r� (D-c-n = o � U m� �M C) LU O o N C)� t-9 Io Q rn X-C Ci Al1 N -C C,911 D_ SE C3 •ag d N Ul LL c �N. W W C1m < 2 1 .a' � �GJ r 6/ LLW .,o° lv SST' N F E S •��� � To the best of the Engineer's know ormation, 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 fV 0�1� > M O M a Ln Q L u) a' F- M oC U p.00 Q E� Z 3: ro WJ a d' a U a ~ z 0 �400 "0 ce 2 Q, F— §Z i Q li 22� W $S N w 3 a 1 n C N z z O = Q w 0 0 Z J rl di Q Z k O N 06 Z g t—u LU = SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIG VERSION NO. 5ol SHEET NO. 3.2 Go N C) 2"0 VARIES 1'-10" 1" CAP CAP 1 x 2" *NOTE: - iv N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY 1/2" RADIUS 31/2" RADIUS N.. COMMUNITY SPECS. IF NOT, 1" 2" OPENING VARIES 2" I2' '� = Na 3/4" RADIUS V-53" a _ DETAIL TO BE BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES - M V -1N 1'-0" i � _i�, 1- OPENING *- _ VARIES 1 r4r o rr �_ VARIES 1-4 M CV 12 VARIES 1" 1/2" RADIUS r- 4" err a 4 4j" _ 2"1 - 2 1/2" RADIUS = L •- X4 r� 4la 1 VARIES 12r r N M - I I I 3j" 32" 1" 1" Li 1" BASE Co (p iv SIN 3" 2r, 1x • BASE rlv 1 rr 1 rr r 4a 4 1 r_8x a'• M1 4" *NOTE: VARIES g" 2- 3„ FOAM TO BE USED ONLY WHEN = T ca REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �N 1'-6" 1" 1'-4" 1" Li DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24rr EDGE OFjig OPENING 6 r ' 0 r 1-1/2" THICK 1-1/2" THICK 4" 10" N 1x 2dv 10" _ N _ Iv b) to = N _ L. Cox z" _ N 2x 4x r 3rr 6" 2rr w_ w_ ~C'7 I % > 1-1/2" THICK" 21x LN c� = 7-4" = _i„ 5- 1r-4 3rr _ t7 4x VARIES VARIES �x N W 22rr Q I • VARIES VARIES 4" 8" 1" rl P p�1 �� = _ T ______ iv i iv I 00 j �'� ^� 6" 4" fV CV KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL m Rco 2' 4axca Lj�R447" LT' �T' 2rr z M 4" GARAGE DR. OPENING 4" ' 4" WINDOW OPENING • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH Sim I • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1" 4" 2'_1" 1 2rr • FOAM/ EPS MATERIAL IS ACCEPTED 54" 3r�rr 7„ N 1 " 4" 3'-0" 4" = -Y " rr 101r 1 r 10 r c N io ao f � � =v iv a'y N 1" 1rr o z CV N 0? • MM� 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH Z M Z Z Q a U� z tn/)' 0 4--J w 0 LU Ln E '_ U 00 I• C., ■■ Cl) c to cn o N o CY Q 8) VI 1pnl � Q O B D. A 1U)— N C� io N NS2o� c e�7Z o �. W iuNts W W��=u aLU Wcia Z.w O W m V ¢' p V N m m CP LL,•_ W NaM o d U 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. O Z N O�I� (n M cc::)) M Q M Ln 0. cn•�d' (Inv Q C LLLn z M 0� V Q 0000 E Z3:g W Z CD J C:) z W z4- zOU Z2 02 O J �H UJ $ L Q L z > z Z L V ;v N 0 U _ W o xS W 0 Z N� �o2 J rl Lij z �y a Z Z m N Z LLJ 2 W SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO. 5al SHEET NO. Fail 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 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 smoketcarbon 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 PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 14 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 EXHAUST FAN ;0� EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Flo El PUSHBUTTON SWITCH (OPTIONAL) oSD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) t` ® TELEVISION (OPTIONAL) Z ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT DR ELECTRIC METER i owl PANEL a _1111111A DISCONNECT SWITCH 00 w ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN ev c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 6B (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL #14 copper to tlpbte & outlets NEMA 00 AMP 1 200 A#12 copper to 20 amp ckts #10.2 copper to WH #103 copper to Dryer 0 µ 2!0 or 4/0 SER Alu 200 amp 150 amp Disc E#4 POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING UNDINGWIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 5P CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH Rllll_DFR MAIN FLOOR ELECTRICAL PLAN SCALE: Y4'=1'-0" _ul) z '' z� Z Q a U) z W cD �'1 (DIMV)� 4—J w Q �V — O 129 E LU Elm _ U u01 - c $ Q rR o ��Lo A Moss 'W 12 t0 N 9 tD c`t fi 41 LL �z Z 11J lL W g � cLL Z� vQrw � a LL Z W N <o J $ To the best of the Engineers 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. 1f 0 0 Z fV 0 � N IS H M O M Q(A MLn 0. toZ V) ON Ln a ^ ZDC rn U '" { Q C 000 Z WJ CD �a ..8,0 ce U J 81 W Z U U) LU w � U = 0Lu z 0 gal r14 Q rY ujce u gL Z J ,..I Ln .. tJJ a LU m o g ITJ = rl r1 Ln f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. 4.0 14? 02 C a co 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 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 cc 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 LZIN DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET 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 _T4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WWALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Dpper to fights & outlets Dpper to 20 coop Me copper to WH copper to Dryer :au Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. I I I I I I I I I I �_nnI ------EJ UPPER ELECTRICAL PLAN SCALE: %4'=1'-0" C9u, �_ Z M Z z Q J a U)V) UI tN C6 �V p — Ow 129 Lr V)C) m N U-1 ■. N 1 _ l =L 2 c Q om, U, o 1 0 Al I BID. "� F '� /r TV I 00 iD N o o ��� � Z_��� A/ 4. Ngpi W c u- i0Z �? W LL a a Q o � � Z LLZ�^I m o ��j W �aN ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z fV OIL �>-+UMO M tj tG L^ 0 G CL Z Ce. U, � Q 0000 Z E W Z u� z to Za 480, z U4 Z, J a Z -' N 1$ DC L r) W Lu N N I� 0 = ILL W o� . INeP 0 ^ cc C t�t� 0 W <0uj ffl Z N OOf W L �Z4 01 Z Z 11 m 0 N 0 Z � L SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 4.1 Q ao fY ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Ventilators) Upper Vent Amt Amt. Req.)(Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. FT SQ. . . . of IN SQ by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be SQ. IN. of SQ. IN. of Ventilators required soffit q ventilation soffit provided y pp Ventilation Ventilation (See Elev ) needed required 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 1535 1474 211 737 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 11150 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. (� Z� z� z Q a z (9 Q) � N w C6 p Ow = o �N U w m� �o = � C.d U o 79 Q rn o B D. N•C B D-C \J e o Z N (Jy ` T G �- 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. 11 CD Z N 0 (L) f (n M �O M Q V '(0 Ln a cn •� �r � U_ i- a . M V p„ 00 Q � � :�,- Z M LUJ C:) z W za FoCU 5� U�y,,,�� J J &!i U N L I / g p 1z ♦� L �3 uJ �- p� p �2r=i # Q N CieZ Z UJ Ln HR J. � . W Q ti.l � Z z $ ,--I 0° N 00 Z g �j = 9 rn O ,--I a cn A SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO. 5al SHEET NO. 5.0 c c Cr x ia_ 00 00 TYP @ 2 STORY J S6 H.B. 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w w CONTROL JOINT DETAIL SCALE: 11/7=1'-0" ■ ■ ■ ■ ■ ■ ■ ■ _ N 7 1 U); II r 12 STORY -' '• O CC (2) #5 REBAR ND.FOR QUANTITY `° I S3 1 VERTICALS w/ in, ; c I I FILLED CELL ■ I ' ' ' ' ' ' ' .' CORNER BAR ONE FOR EA, •� �� I I I '•'-: ; HORIZ. REBAR, TYP. r 1 U.N.O. 4 NL Jb3 �0-0" I I I .'';'; _•���', ;, 'ARernate: I r �M Y I J I �� •• �•� ' The reinf. bars shall be M ILj JI� . -----------� I I S3 ao I I 4" �';r •; �';r •� �r •� �•;Y •; �';r Cont. around corner by cold 4'-11" �O'-6" bending the bar w/ min. _CJ _ I i bar lap of 25". : I I o j� 1� I - I _ - I I - - CJ I &D o I- - - fi N TYP. CORNER BAR DTL. STEPS AS KITCHE SLANDI CHASE I I-31/2' SLR I SCALE: 1 1/2"=1'-O" I REQUIRED PER I LOW WALLS FIELD TO CONDITIONS : I ISLAND ■: I I I I 3-1/2" MIN 3000 PSI CONC. L I PROVIDE 1 Y2" SLAB FOR ANDO RECESS FOR COUNTY ONLY 4 0 53 I SGD. REFER TO 3-1/2" MIN 2500 PSI CONC io 10 I I MASON'S SLOPE I SLAB OVER 6 MIL I 2 STORY �31/2„ FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE BARRIER I `-' APPLIANCE PROTECTION CC iv L — — I r �� WHEN REQUIRED PER FBC S3 VERTICALS w/ in 1 FILLED CELL �Q iv TYP @2STORY J I L--------- — ------ :■ r M 36 1 I I PROVIDE Yz" x 9" -3 1/2"SLOPE 2'-6" x 2'-6" x 1'-O" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ : 10'-0" TOP OF CONCJ PAVER TO BE 4' q L o BELOW FIN. FLR. d S3 • 1 Y I I I I ■ _ rZ400 STUB U 1._9„ .-0-*.*:::::: 13'-7a' ::::::: : : ■ — — ■' I I i I2ND FLOG FOR A/C G I y y• 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. iv N CIJ .- _ r -�l CJ N - I- - - 19'-0" i 5'-416- } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY :::::::: I -I BEAM W/(1)#5REBAR VERT _ I ABOVE SLAB TYP @ ALL PLACES N SHOWN HOOKED FTG. DOWELS 5" I 1A c0 EMBED W/ 25" EXT. ABOVE SLAB iv c�•� _I- I I / j "GRADE 40 STEEL" HVAC CHASE : ■ BASED ON I L — I 0.-0., LOCATION �I J 5'-4" 16'-3" 16 ------ --- No0 0 ............... ii ...... .......... ............ .................. w.1 ...... I ... Ii .............. i ..... ----I-- G —--------� 1 TYP @ 2 J STORY S6 5-4„ 1 2'-k 1 2'- FOUNDATION PLAN Ln C9 r• Z g Z Z Q a U) Z w w � .e ' E 53 cn � U M co co w _ .. & VI M c C � � N M t- U 28 Q rn C, o0 �i o Q B D.4f " �4 cv 0*9 �! r E 0 m To the best of the EnginWill Ofiformation, 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. O Z N 0 �>.IOO M Q Ln LL < d ^ L j CL 00 Q � Z fC W J CD d' J Z wa �a a Z 1= 0 ccQ Z Q Z ZZ Z /}�•� 6 L� x J Q L N LL U = 0 z O W 0 ILR6 0 o J U a �• ujc In Z Z r-I a J Ln —4 .. W Z a ~ o Z g = 9 0 rn ,—I a cn x SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO' 5ol SHEET NO. 6.0 6 QIa 00 1 CKING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 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 18 - 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% 8-1 Od H HTT4 3610 3105 518" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 518"ANCH. 1 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28 10dxl-lQ H 1 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 718" DIA. BOLTS M H 76 ' 6645 5650 7/8" ANCH, 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N Ills,26 1165/1070 *' 1005/915 `* 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" C1 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 1/2" MTW16 1 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 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 "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -1Old SPT22 1 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM W 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) =�A7 (e) (A) (" t ) K El t 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 (8) 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, (8) 2x4 SO. PINE N2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 rA STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY C INTERSECTIONS. SPLICING / 2 x CONT L D TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NU I t: 5tt SFltt I U-1 FOR RUOF 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 NAILS @ EA. END- 8d NAILS @ 24" O.C. TO BLOCKING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN TRUSS BRIG. ONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN L-STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-W SCALE:1/4'=V-0" I 0Q� Z Z Q a Z C cry 4--J w 0 W l%i = o �C ~ U m� , W ' . ~ py�M C M N oL C - `� iv Q rn ai Q o Al B I D. N C B D C SRO W V U. In. ,J COio .R � LL g W m 4c�k.` To the best of the Eng F�QQVVii nformation, and belief, the structural plans and'sb'ecifications 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 O a� > (O 00 M Q 'o L n a v)•�� Q C LL z pe V M Q CL 00 z E Z m WJ C:) ga F Z z O U z M�ff8 Z ��® Q �o U)� g N Uri (r oN O Lu w = J LL. o 810 LL 0 . tu-R6 Zg J Ln r^•I N Q Z Z 0 m 0 00 g W = 9 ,-i a U0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO" 5ml SHEET NO. 7.0 W G= Go V 0 )RY 'KING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 18 - 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. 08 10dxl-1/2 HTT4 2715 518" ANCH.120 10dx1.112 J HTT5 4350 3740 5/8" ANCH.1 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1.1/2 K HD3B * 1 3130 3050 15/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD B * 6645 565 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I tjq96 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 3-112" 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 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" 1 MTW20 1 1195 1005 14-10d x 1-1/2" 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 "X" HTS 20 1450 1245 24-1 Od X 1 112" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 -10d SPT24 1 1030 12 -10d 645 555 12-1Od X 1 1/2" * MINIMUM W MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (a) B> (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6 ) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 q x CONT LEDRIGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-17 ON A HORIZONTAL PROJECTION. NO I E: 5EE SFILL I 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. ROOF FRAMING PLAN SCALE: 14"=1'-0" �, zm o Z co�j Z Q J L^n' C9 4--J w 0 C w E o � U m M W'. C-, O O 00 00 C) C Q rn LO v gi ci BID. Al I NNC T11"OX4*0 // l S C CN �. J W �o W �'E-. il N ,.. W 0° IL � L� S S 10 AN' To the best of the Engineer's k , in rmation, 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. CD Z N O (L) r-, (n M M Q � M Ln L1 cn •L d' N � to I... tW V a CO Q 00 Z W J� A Z W za w z ^� dug Z g� L � O I.i. L L Cr LU G oLUN / O 2 _I ILL O u. Yl.t_ � O � 'r*4 0 �k a Q a � uj o Z LU rl rU-)l LJ.j z a Q1 Z Z tj Ir C0 N M� Z g UJI M+ i Ul W SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5ml SHEET NO. 7.1 i Q 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401B/1T 8RF40OB/iT 8F321B/1T FORM tY GROUT SOLO 777+ � J O #5 BAR CONT. 8F12-1B/1T W" LINTEL DETAIL SCALE = N.T.S. P In a LE E MIN. TYPE DESIGNATION #5 REBAR AT TOP MIN.(1)REQ'D ALTERNATE POWERS j. F =FILLED WITH n 7 -4 LL a GROUT /U=UNFILLED R = RECESSED CLEAR ' STEEL LINTEL QTY. OF #5 0 REBAR @ BOTTOM OF LINTEL CAVITY n M.U. #5 REBAR AT TOP t'¢ iu ° MIN. (1) REQ'D ° d 1-1/2" CLEAR f 8 F16- B/1 T a i ° ° d e GROUT DUS ; f tNOMINAL.tQUANTITY a° 4 C.M.U. OF 5 REBAR AT O w C� WIDTH #5 REBAR AT a D BOTTOM OF i- cn 3 F 4 - O � TOP o LINTEL CAVITY � w X \ 6'-6" LL :f -BOTTOM c¢ d o HEIGHTNOMINA HEIGHT REINFORCING � a c7 M ^ 7.51WACTUAL PROVIDED IN O � d w en D D 8" NOMINAL WIDTH LINTEL � •g' w 3 `N #5 REBAR AT BOTTO E <1° 4° AS INDICATED 5'-8" LL (VARIES) rn u ¢ MATERIALS cT mtels = 3500 pal. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber 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. 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) :21 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED w W/ (13) 10d NAILS & (8) Y" TITENS c OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) 9STRAPS EACH SIDE) is x 2x8 #2 SYP P.T. BASE PLATE W/Y" EPDXY ANCHOR OR y" c J BOLT W/ MIN. 7" EMBEDMENT @ J 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL 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 SEE PLAN TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 0-1 WALL SPLICE DETAIL \I SCALE: 1" = 1'-0" �•� ••�•�••'• • •• •tip•.•. •1••••.*� •. i tti tiff ti tit L O 5'-8" LL O 5'-10" LL O 5'-8" LL LINTEL PLAN SCALE: Y4'=1'-0" , 2 (9 CD ZL$ Z Q a U) z (7 a) -J W DIM V - OLU Ln 125 E Ln � o 0 m M W momF- C l0 M N O _ U �p LL OD 15 chi c Q�m�o A B 1 D. N C B D C �,-�- e� • V E� �41 M A cca�yy�� U CD.Gy w ui �3 O m�:" f L &L . ........ J Q To the best of the Engineer's M1nation, 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 N 0 v LJn r> C) M Q � LL Z0�Uao Fa- • Q Z E W J� J �z Qo- Z f d p; p cc LU Z W O O�LL U F Z lliyyylllll�JJJ L t7 ru L in 3 0 Lu 0 'a l z Q OU = illLu W o J gYI= jc do� z g o N J Qoa3 Z Z Ln .. Lua s J T" f LJJ Z~ a Q1 IN Z Z � o 0 � � U.J _ ¢Di Z uJ rn ,--f a Ln f SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO. 5al SHEET NO. 8.0 _ _ _ __ _ __ _ __ __ _ _ _ _ _ .ti ... 4sr-c..- L . , .i . .: i _ a„ a.. ♦ �Ii ���... - � 1 -..wry.. . a r- LO iu it v N 0 J r` N Q 00 2 0o s NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. CREATED T REPLACE . S SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN C EATE 0 CC A-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. 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. B. 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 iz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, 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 51TMS 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 ad. (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 ad. (2017) AND FLORIDA BUILDING CODE 6th ad. 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 BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 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 ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =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 U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 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: T' C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 yB GROUT FILLED MASONRY: 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 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, 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'X 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 A36/36M 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. IrrigatioNspdnlder systems including all risers and spray heads shall n8t be installed within 1'-0" of the building side wall. 4. FEIM R318.7- To provide for inspection for termite infestation, between wal covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 trappss, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r4inf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - Cancrete overpoulr and mortar along the foundation perimeter must be removed ore extenor Sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior verticaI 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBGR 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 0 E 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. CD ui Z M _ o Z Z Q a U Z t!) 0 4--J w -V - 0 c 120 E = � C- U C � W ., a W cMM O C"!C) _ 00 �, to UD A1 B D.'V C N B•D C --B-,e �Z 4� c� .O �� A a - a - i ^ d W e%UM cla To the best of the Engine pp ledge, infor ii nd belief, the structural plans and 4,,Igt3i'�'�i�Iined Iv within these drawings comply with t e 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 N 0 I>-IV)MOp M Q M Ln a V L N Q � LL CL ,� oCUa� Q Z W J � Z W� �a rgg- N uo{ FO2 S zz V W J Uy�WlF B W V m :Z �8 I"- u '' ^^ Ln _j o N U = H U, o u_ . Igg C-4 ~ � ^ � S� �c�o�e DC Z Z Z � -W.I Ln V -1 LU CWC G Z o Z U a 11zFz Z 0° o g LU ,-� a Ln SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5el SHEET NO. SN (Jr W J m ROOF DIAPHRAGM NAILING SCHEDULE RInr;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ '.0. (TYP.) 6'-0" + V -0" + + + + + ++ + + ++ +++ + + F++ + + + + + + -+ + + + ++ ++ + + + +++ + + + + + + + + ++++++++ + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + ++ + +++++++ + 2 T 15/32" CDX 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 314" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 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 1902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x i 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non-st over squash=20 blocks and additio ddng c:1 walls wall or beam below.* c consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker a� lateral load. nail each side 10'-0" at bearing. W/H TANK -LESS a LO CORNER OF k� HOME a. GARAGE SIDE t aI2 _N O N I a 00 001 5'-0" STUB -OUT FOR GAS METER 0 O H C G 0 0 0 c� ' O LO � U H O x • 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. 1314" (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. V-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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls �Z/ Provide adequate bearing for each lapped joist. Squash block 10, nails SECTION INT. BRG. WALL (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM CO w STD. 90° CONT. #5 CIONT. #5 BAR >� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small ? min. 2" max gap • � 4 max. Clinch nails when possible Tight fit 'En 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist aring Location Series Depth End Intermediate ® 130 5000s 9-1/2" ll-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at I blocking panel *Non• require additional to 0--1---0 9 ❑ —tc 411 6„ A %" ROUND HOLE MAY J 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 V-0" V-1" V-2" 1'-2" V-3" 1'-3" V-7" 1'-11" 74" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" 1'-9" 74" 2'-11" T-7" 4'-2" 4'-9" 5'4" S pan (ft) 16 V-0" V-1 " 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'4" 7-2" 20 20 V-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" 24 1'-0" 1'-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8-4" 9'-6" 10'-9" 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. 7.112" 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d NAILS TYP. 5/81 THRU BOLT SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap I 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. eb 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 D depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • SEE PLAN FOR--'•• • . • FOUNDATION INFO ` a e' STEM FOUNDATION GRADE �—REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONOFOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION q e C O'e 'e CO Z • • • PL e 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 d a' d e q' ° ea G e d .4 V e d < e Q T a SEE FND. PLN. SIZE & REINF. V 0 Z z 0- U) z Ln 0 fn w t'a o pw o �� ~ U m^ �M M LU Elm= C f0 M 12C N �`-2 I 1O- U 0 ccrn 9 <� Al' BID. N#C a D c 716. 1�1+.r� z 1 4 Qs _ O�ESS10` * k�klla %� 7o the best of the Engi gi`gcjg ation, and belief, the structural plans !!!�'�{ s 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 � n 4 > U-) in z 0-4 M Q V) -T- zf- Q CLL� a lnl� U M Q 00 z § E W Z J � J z W Z Q §f Z W o C IL8 w G DC z m3 Q o N � U = ~ V 1= W oU . lU- R J g N 161 INS�ui za Q 5 z J '__I Ln .. LJ.I X $Z8 m N z z g Ln f SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (T(Ty P') VARIES / INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 ° (2) LAYERS TYPE I OR TYPE II 1a (#15 OR #30) UNDERLAYMENT - FOR ROOF PITCH 4:12 OR LESS. I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 Q WWF OR FIBERMESH °."Aill4 TRUSS (SEE UPLIFT SCHED.) W/ 811 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. _ ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"&%16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR �8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GGIS3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. CID 1/2" GYPSUM WALLBOARD C(SEE IELLS IN FILL MONO OR STEMWALL U.N.O. FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL `FOR BEARING WALL W/UPLIFT ONLY MIN. 2500 PSI CONC. SLAB g; MIN PSI MAY VARY PER Cn AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) ( OR s "GYP. TYPE"X " @ GARAGE W/A HABITABLE ROOM/a ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS -rF SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ = 2"°x3/16" PLATE WASHER (TYP.) "' ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 =11° ° 11 A.F.F. @ 24 O.C.) 2 WWF OR FIBERMESH ° ° "ELEV. -0'31/2 d 4 A.F.F. °° ° A.F.F. �31/2" MIN. F. ° °° ° 2x4 CON "(min.)- °° °° - ° ° ° ° _ 1/2in.)- 4" 0 31/2"(min)- 4" 00N GARAGE DEPTH VARIES ° ° (2),45 CONT. 8" U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 ROWS OF 2 BLOCKING PGS'��EGS�GJ�� ,00 06 s el 8" C.M.U. @ 2x STUDS @ 16" 0/C THIRD POINTSx 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N YERS W/TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. r3�R CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL D LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING T 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR —� ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR t GRADE c., ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi t> jZ FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] P ° o °� = °O 6 MIL VAPOR BARRIER D e' ° _ °0 r ° o ° _ _ _ I=1 I I=1 I-1 I-1 I-1 I—� = Z #5 REINFORCING BAR R 1 7/8" ° I —I 11=1 11-1 I I=1 I I —I 1 #5 LAP SPLICE I=1I I-1I I-1I I-11 . 36" MIN. LAP [36" MIN. LAP] l��ll�ll�ll�i1��11= 1 ao MUNICIPALITY. CURB DUE TO SLOPE — �— — — — — CONCRETE SLAB W/6X6 - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING i � d W14XW14 WWF OR = SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. ,i "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL r, N BELOW GRADE SLAB INFORMATION. _ N °► M `v ` = Z I 6x6W1.4xW1.4 ° ao 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° z �- min. 4" nl BARRIER 1 a d a ' a zi ...... _o COMP. SOIL. (COMPACTED TO 95% N MODIFIED PROCTOR ASTM D1557) 3" 1 MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4° STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 d tb if OPT: DEPRESS SLAB 5Y" 2 DEEP AND 6" BEYOND , E DOOR TO RECEIVE = PAVERS / DRIVEWAY s CONCRETE SLAB----, d SEE A/S3 OR J/S6 BLOCK WALL BEYOND 14 —[ �-O.H.D. RECESS = V �z ao FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' " (2 STOR ) GARAGE DOOR SLAB RECESS ri1 Y f> SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S3 EN ;;11F. . - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 SEE A/S3 OR J/S6 -' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS r—i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS °Q P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� - J CONT. BEAD SEALAt ° < d ° INTERIOR ° -31 c ° CONCRETE NAILS W 1 1/2 j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S a° M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE o ° W U N— 1111i ° n 10" #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR jh TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN « TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR KKING t PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 = WWF OR FIBERMESH T 11�llallfl -m�n�n=gin (2) #5 CONT. =1 ON 3" CHAIRS 8a 1 -Y A„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH N_ I I M FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING rn o C E —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR w a ::i o I- > w ' w fn S H DULE SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"4" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT _� w/ MIN. (2) #5 VERTICALS E �r�, FILLED SOLID (SEE PLAN FOR N SIZE AND REINFORCEMENT) �6x6fflAxWlA WWF OR FIBERMESH BRICK PAVERS or SLAB PER a ° _ 11- 1 I 1=1 11=1 11=1 11=1 I F 0'-0" FIN. FLR. COMMUNITY SPECS D SEE A/S3/J/S6 --� I+PT�"'1" r�lu-`'ri rL 8" FOR REINF. INFO. 1 OPTION #1 ` 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.Q. rM SCALE:3/4"=V-0" � S3 q MASONRY WALL AND 11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS C TO FOUNDATION PAD E � CONT. FOOTING STEEL MAT REINFORCING. LL" ' M c� W ;III=III a �111=III=1' Z w o IE9 11=1 11 I —I I M1 I I —I 1 I w o W n= i I 1=1 I_I a� 11=1 11=1 1 1- z - 0 _I 11—ll I ° ° a Z � =1=1I1=1I1=1I1=1 I I =11I—= =III III-111=111—III=1 I- I I11=111=111 FOOTING Il.; lll�illllliilll���lll ,ll -III.-III—' BEYOND SAD REINFORCEMENT—/3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ♦♦ rr11LOU t:J rr Z - Z Q V) U' � w M p •U — 0 th U = E 10 �M U co C14 & C11 M w '.0 c m c, 5cli _ U �C, Q rn ,K iz a 0 B D. S o '� "; LLl° . w ' O F O To the best of the En d¢ ' knowledge, inf n, and belief, the structural plan f tained ��+litfl within these drawings comply t1; 17 Florida Building Code - Residential 6th Edition. Engineer's signatureand seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O N Z O(UI� ►15 >-IU)MO M Q - )z W U-Ln a z 0 �U Q Go E ... WC) -1C ~ ,n7ZZ.�t W - za U) �t -J QWU, . 9 xo WJ 1906. M$�® LIn Z cn 3 o '10 N V = Q guj 6 z R.� 88�8 Nf N 0 LL ��6i t���� Z E J ,- 4 Ln Lij Q L j 1: Z a LU ,^•I • N Z Z t m O ' 0o g w = W rn T-4 a 0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION N0. 5ml SHEET NO. S3 \Np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� 0 FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C Ali EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d N NAILS AT EACH STUD N I 2x P.T. PLATE r` I5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —� 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. SL� SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ a STD. 90" HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) '--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. N 0 J N 1 Fo MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB —�- TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD\ o FOR DRAINAGE 00 2L L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3"DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) --� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL CLEAN -OUT rA SCALE: N.T.S. S4 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 , •- • • 1►1•• I11 IN rill■':■ ■'�' —III NOTES: 1Q 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4e FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 10 J a T r ltl O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 71 00 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d ° s a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) FBLOCKING RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL a d d W ° ° a DOORSTOP U d ° MOLDING vz a d 2x TOP PLATE GARAGE V2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. SEE TYPICAL WALL SECTION 12(TYPRE-ENGINEERED WOOD TRUSSES @ 24" O/C P•) SEE ELEV.'ZITYUPLIFT 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. l—CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d 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)10dxl 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 E - 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 1 . ' 48°SPLICE STAGGERED 2x STUD @ 24" V Q O 10d @ 8" O/C O.C. MAX. �STgNc � PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. A STAGGERED FROM BOT. ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 4 16d TOENAILS _ TO P PLATE d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. 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 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 (4670# SPF) 00 • DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) 0:- • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) 00 • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2112" 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 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE (ON� SCALE: NTS S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 FF 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING T P FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION • SEE SECTION AA/S1 PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 10d NAILS @ 8" BOX HEADER • EXTERIOR HEADERS: ONLY 0/C TYP. (1) 2x SILL PLATE W/ (2) 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 G CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (� SCALE: N.T.S. SL� SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d4 d ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SSON SP4 SP4P4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 —10d NAILS @ 6" STAGGERED <o I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING 7-1 I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 - a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C 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 SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o 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. S4 z� iS � zzki a a) - a--+ `0 w 0 c to e � LU m M .. C l0 5 \\\\\s�4a��,j 1v V •o ° +. C1' U) F LL C ze •� W W ��• .� ;° `�. a W .� �s Y.. To the best of the E is kn infor!� , and belief, the structuralp an p Rh�8at1 3b Ined within these drawin com i E�O� lorida 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 cu N O > M CD Q -0 d cn •= q- a°U Lin p i-. DC V p-� Q E00 z�� W J CD Za 6-0 4UU zX Z? � � J W U Z In W L V CD W gj LU 51 N o u z J jl� � ,-I-I ¢ x z � rN.-+ 0o N 0o Z g W = g SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ 6 10 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" 10d x 1 12" AT EA. () d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 1 " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45"1 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROtS 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 EXTEND AT LEAST 90% OF 48 O.C. MAX. EACH JOINT W/ (3) 10d & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE , „ @ 8 -0 O/C. 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) 10d 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 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2"CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT 48" O.C. �° WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 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 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) T IN K 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4° SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS x SP8 FOR 2x8 WALL) L SEE STRUCTURAL NOTES 10d x 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE 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) 10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB10d & (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 NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2 (2) 16d NAILS BOTTOM ATTACHED 48" BLOCKING W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH M -\:1Odx3" 2x4'7 ON TOP OF PANEL @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" ) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR N =' SEE STRUCTURAL----,.OUTLOOKER F@ 24" 0/C ON SHEET AND TOP ' "' " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `D � °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 2"x4" CROSS BRACE 24" MAX . EDGES OF WOOD TRUSSES ao APPROX. 8' FROMSHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 2" " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7HE AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " @ 48" O/C FOR THE (2)16d NAILS W/ 1 SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF WI 10d NAILS @ 6" O.C. BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 2x4O/C L CKIN) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DQ 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3- PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 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 EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING D ) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION 9 = ADDITIONAL INFORMATION. cV 0 MINIMUM 2x CROSS BRACING a LO (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 2 o' 1 V4 W W CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 rn CROSS BRACING DETAIL ri al:SCALE: N.T.S. S5 12 N 6.9 MAX. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 10dx3" O/C @-' 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS „ ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS ss "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 `CONT. BEARING Y GABLE END BRACING DETAIL i MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 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)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ut--- 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 4 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 SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2ax8" "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 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. ji ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION 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 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 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 1Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAl0KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `CONT. BEARING ` "' .... GABLE END BRACING DETAIL SCALE:3/4"=1'-T 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. « 0 C7 a 9c� CORNER JACK Y Q w NZN �.L O 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)1Od 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 (DV Z M z z a `� z cn U w o O c o �N _U �' th W■ ~ o .2N _ U t"2 o A 1 B D. .a.° ` d ry1�J� UM�•- QN c PES:i1Cj To the best of the Engin q��¢{ ination, and belief, the structural plans an p Rk�aFions 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. 1f O O Z fV 0 � N H M CD CD z M �j r0I1 x 0 O Q U_ CL � Cn Q 0000 W Z fp CD J � d" 11 za f� Yi o0, w z �_ � W 12 oC L In Cn2 Z $S oC Ln Q w U = Z o . J Q 0 do A Lj_ U4 2r ^ uj $ 2 Z J *� Ln rl W E c W Z �zy 6 01] O4 N Oo Z Z g tu �a = uj SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5 . SHEET NO. S5 J (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. L 15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL in NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU o W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _ w LLI= LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 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 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 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN INOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - • 'III ■ 1-IL-11-11:-:11-�I1 11�11.=11�11- '' o1lAllrll�il STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT a. EACH FILL CELL TYPICAL w C- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :INISH GRADE o0 T 4' JJ1 \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 N SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/7 NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL` *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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER iTE 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/BAN D JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS N 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 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/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 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2'W" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8)1 Od NAILS TO STUD PER STRAP m SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 V-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6- SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE -ud. T .dr. • • •... .., ..tea :• f� SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH •... % (3) #5 CONT. ON 3" 8" l V-8" I 8" I CHAIR W/ 3" MIN. l 1 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 - FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL ""_AHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM tA►AI I rl rtiATi^u r"%IA^r%AAA 4 FT. 4 FT. 2 2 5 FT 4 FT. O (D O 5 FTJ 4 FT. 12 1O 1 q) 1 (D U \ 4VFT. 4 FT. Q O O 0 4 FT. ROOF NAILING ZONE DIAGRAM T�7 SFFp �0w �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.) (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSURE F F SHEATHING W x SOLID 2x N C BLOCKING @ ALL j C SHEATHING 0 EDGES (SEE OPENING SECTION X-X d0 C x Ed rrW x E I- 2x STUDS BEYOND. SEE PLAN o W ILL 1� ROOF NAILING SCHEDULE: W ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 1- 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 C7 ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO W SHANK NAILS) NOTE: in ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD 0 W m (TILE) OR 7/16.OSB MIN. (SHINGLES) SPAN RATED 24/16 J =, 0W LL 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH LU LL < LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z 0 STUD AND OR BLOCKING AT ALL EDGES. wLu00 U. N 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" 30 "S" = NAIL 3/8" SPACING S 1/2" . S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. Wl8d 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 OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O 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 2 1/2" • 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/ 7/16" 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.W 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 4 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)1 Od x 1 1/2" EACH SIDE A �FRi0R �G SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (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 f WWF OR FIBERMESH E : a Aa A NA. .11 I —I i I —I I —I I ' • . -III—I�1-1�1 11 ' ,•• •....,•.., _ 1111111�11111111 9 :: . III-IIII ..:.. III-III=11 (3) # 5 REBAR ON 3" CHAIR 4" V-8" 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 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (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)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -III=1' 4 T z @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 LO z_M a) z Z a) _¢ a U) Z W — 4-� cn W -V — M0 W ~ l�! 8 o m 1 UL 1 . . afO O LL 88 OD LO a rn (1 -0:, B �� w�e •D 0,,o��0 0 Z... M J ut E tF J TLU i� L � .<� . c to co t­ oo UW4 To the best of the E ypj's kno n orma�ip�l and belief, the structuralpl0ns P+�I�gSificp [q��11 )Ined these drawingscom I Siikhjt�{� •1 within orida 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 N 0 cu N �>iU.)MO Cn QII - Ln I'1 N 'L_ N LL. —N CL ` �j a 0 Q Ov E WJ Z m C) W zaa �ua8z_UUU W z W ;� 91�j® IL � w v, O >' U fZ �3 � -0 N C1 U = z L� 'oLL . J 1 . �r LL � g � a Z W J Ln rl lJ.l la.l z u rl Q Z Z w F $ Ina N 0o Z g Lu = W r ,--I a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ml SHEET NO. S6 J ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11- VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTCH--,,,,, INTO STRINGER H D ,-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" E: 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND ` NAILED TO STRINGER c i I 2x12 TREAD EE GLUED AND NAILED i 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS N c G 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) --f 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING Ix4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST SYP 2x8 SYP STRINGER MUST MAKE F1 CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN D WALL GLUED TO 1 2x8 F 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 J" i AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER j'� 2x4 BEHIND RISER j BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 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) i SECTION VIEW "A" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING ,--n 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �9 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/J" X 2 J" 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" = 1'-0" / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP /2x4 PT NOTCHED INTO STRINGER (14) 1Od N M/2" N I AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" /— 'PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER A 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS l SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWOOE ON DECK --2x8 SYP GU AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C I NOTE: 2x8 DRYWALL STOP NOT SHOWN .2x4 BLOCKING FOR 2x12 -�- 2x4 PT UNDER 2x12 TOP OF STRINGER CONN. TO BOTTOM NEWEL POST LET INTO - OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. lj_�L 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 "Go,BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAI LS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" (D z t$ Z Q C1 V) 0 4--1 w (10 0 O"' C/i = ~ U LU I o r` �M c to O O co _ L U-Go Q rn o ul 1< Ci I" T 3; � cz� % ME / cftv c �t . v; at ik O o J 15 To the best of the er's no edge, in lion, and belief, the structural pl p�;qqqq ontained within these drawings co17 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 CD Z r4 N D �N I> -I M O M Q 'p In a � �u,,: Q L Ln IJ GC U M Q E� m Z W 110 W � za a Z �,qg{ a U " ��zw 8CE8 i.- �Z® H Q) � o Z W r In 3 z o N w o U =LU Z oLL . J < MU W x0 V W3 Q Z '-1 .. %� Z g m N z Z 5 Uj Z ¢ o6 0 _ cn W SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. ST /q 2 a a 00 1/2" DRYWALL DOOR JAMB REFER 1 X 4 (� 1"4 DRYWALL 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 ( C , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. $ DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3-1/2" LONG #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" (TYP ) 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING " O.C. 2-ROWS INTO 2-ROWS INTO 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL D. 90 HOOK (TYP.) j STD. 90" ` �I @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2X8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" « 1 X4 P.T. « O.C. & 4 FROM 3116 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4 NOTE: LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( CONN. BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 DETAIL11L JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRINGSIMPSON 2X8 P.T. WITH 3/16 0 X 3 " " +_2" NOTC @ FIRST COURSE HGAMIOKTA 12" O.C. @ 2X8 P.T. LONG TAPCONS 2X8 ' 2x P.T. AS REQ D STAGGERED @ 16" O.C. ' ` INTO BAND JOISTD& 4C1REWS ( ) /4"x2 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB ±5" FIRST 2 COURSES THE L INTO K.O. BLOCK 'L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC — FILLED CELL PER FOUNDATION PLAN 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 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3114" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT wl (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"x21/4" 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 7116" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" 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) FACE OF ARCH W/ (3)10d NAILS .:• ..: . OVERHAN ` �;; BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. : INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 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. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY XOV (2)10d NAILS @ 8" O.C. ERygN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + �F + + 7'/y PLYWOOD SHEATHING 11 11_01 51-01 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 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS °. '. • >: #5 BAR • ' 2141 8« BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON ++ SOFFIT + , " .'> p • p• 10 ° 4 s CENTERED W/ H BLKG. & BUCK 2X6 TO 2X4 — 2X4 SYP °'' • ' ' • IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS _ > .a KNOCKOUT —� ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR ► � d• NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2xJ4_ CONT. W/ (3) _ MONO FOOTING � —, .> a ►•. SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF' TAPCON AT EA. SIDE BUCK (1) WITHIN 4" 12d NAILS SEE LINTEL � AND SECTION DETAILS BRACE EXCEEDS 24" 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-' i ° • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► • DIRT • 4 Z TO BE INSTALLED � '-0" MAX SEE PLAN PRECAST LINTEL . ° STANDARD ••'. q BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90' HOOK #5 BAR IN ! N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CELL- ��. �. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY4'-0" @ (MAX.( ) , . , �• , , • BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" . V INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. � , r • s '� ' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-� SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-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 SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' a IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` . N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE p c� A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o w S2 REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e g' g * PRESS PANEL REINFORCING INTO PLACE. M #5x6' EMBEDDED INTO v z 6 MIN. LAP SPLICE W/ > , EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL N FILLED CELL SMOOTH. DO NO FURROW. ° p.e DRILL 3/4�� x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. . • > 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 NOTE: C.I ° :p `' REMAIN FREE OF MORTAR. z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 901 \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ' ° � a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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. CD Cl) z z� a C9 (DV) +-2w CID U �— 0 LU 1 EEj f0 v I � w N M InnU �M O o0 U A ' B D. N.C•B D.0 ei \`\e��� �.p - �. .....'S C > y 0�010 r LLI li gi �mI Y ¢ ck-81' tip,• LL FLOi�.r ¢'�m �� (i To the best of the Engineer's tlon, and belief, the structural plans and spec' iCations 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 N O�n �>-IUv)MO (V-) Q�'MpIn a �L � z Q �LL� a �� DC 3j a 00 Q00 E W Z w� �a WO U z w� z J li L GC Lr) z o :a N � U =Lu Q a� U4a:� Q Z Z J ,--� LL1 Q o -r—ILU 2: Q a ¢ I� *-4 Nbj- Z Z h °° 06 Z g = 9 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIQ VERSION NO. 5ol SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 M IL MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 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 20'-0" 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. —� N 0 N 00 a N Z v N 0 J N 00 a -----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 SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: 3/4" = V-0" TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" 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) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS f CONT. ROOF SHEATHING AT TRUSS TOP -- CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 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 K (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"= V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS 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 @ 2'4"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 FPLATEPFFP FOR CONNECTION INFORMATION. BOTTOM CHORD VARIES SEE PLAN Ir FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ �+ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OL SEE PLAN FOR PLATE BELOW TOP OF WALL d MIN. 2X4 #2 SYP P.T. PLATE .1 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" SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF1 HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS E 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) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" ')IMPSON HUC410 w/ 6d INTO HEADER & I Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SCALE: 3/4"=V-0" A F_� A SEE PLAN FOR SEE PLAN FOR SIMPSON CANT. IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO n 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 J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �-• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 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 ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION OR IF 2 PLY TRUSS SIMPSON SEE FLOOR FRAMING LUS26-2 w/ (8)16d NAILS TO PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" 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) LAGH"_MASONRYWALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" ll LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d 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/� L (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 u7 z g z z a 4� � rn 4--+ W Ca o w ZD 8 V / U� S ULJ '. M CO 120 _ Fla c Q tm d All B D. N.0 B D C 'W 'r �* \too`,�R Z \e�\'• t � � trot U_ e W Gu_C. a ; -$ .Z V a �.N Umz m �� W o. I Op C AR To the best of the Engineer edge, information loll belief, the structural plans ands ��gqgq55ne8� within these drawings comply with t e [:fdrida 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. 1f O z N 0�1� �r>-IVMO M Q Cn M En Q " U_Ln CL F- . M lW V CL 00 Q E � Wcl z � J � �Z w� z0. �a F gnee Z S�z 92 0 J � 5 1u -F , m L z Z z c r*-% U �3 0 W O *!0 N � 0 U = C!) a r}"C p _ J' 1-4 L1J w0 j U da ujtu ZLn �- <QaQ� o P J ri LU Z djC L Z Z V ��SLL a ~ *k 0o N 00 Z g W og O ,-+ a 2 cn W Y SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSIC VERSION NO. 5ml SHEET NO. D 1 00 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. SHEATHING MASONRY WALL OBELOW AND ALT. CONNECTION. 2xCRIPPLES1 2x SPF TOP PLATE FLUSH W/ OP BLOCKING INFO Q SEE PLAN FOR CONN. W/ 2 1(2) TOE@NAIILS 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) 10d TOENAILS AT EA. INTERIOR HEADER + FLODETAILS STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHOESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • •° SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM)WX 7 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) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN 74OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN (3) 2x #2 SPF STUDS @ END OF �• •° • • CORRECT BLOCKING w/ (3) 12d EA. END FLOOR DECK INSTALLED AT EA END HEADER SEE Q/S4 FOR REQ'D JAMB INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK 2x CRIPPLE AT EA. 1/2" GYP. BOARD OR BLOCKING A SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL °� �'• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"° c FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d JAJS TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WI W NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: 1 1/2" =1'-0" 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 NEC FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED SECTION CORNER MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR K3 HEADER CONN. 2nd FLOOR 4 SCALE. 1/2 = 1-0 AS NOTED SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d 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. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN 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 A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT 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 NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 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 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 SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR 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. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE UJ 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 4ANCHOR 16d NAILS & 5/8" BOLT w/ BOX HEADER SEE PLAN E F -nrp F F D (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) 10d NAILS & (4) 1/4"x2 1/4" TAPCONS TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND OVER TOP PLATE (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ a ao 00 BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE PROVIDE BLOCKING SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS e 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 FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. GIRDER(_77 @ (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = 1'-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = 1'-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = V-0" A'[ ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d 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 MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR FACE OF HEADER/STUDS DOUBLE 2x4 OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END 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 MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. " / 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. F 2,� �2xSTU�DS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () () OPENING LARGER THAN 4 ft (2) 2x 4 8 M�� pA TOP SPLICE (1) 2x SILL PLATE W/-(2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE • ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). - A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON SCALE: N.T.S. 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" IS BLOCK OUT TO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE TTACHP END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. - AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST 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 9 10 1 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" 0 LO _zo z�z a C a--+ w f� o — •ULU 0 ~ U m In &C', W _L- WW0 = 0CD Go C) M ¢ rn LO ao All B D. N C B D C NVX o z Ke••• •� w d a W LL LL •�� g o4u 7o the best of the Engin k owledge, Infor nd belief, the structural tans and�lned within these drawings comply withftNA' 01 l�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 N O�� I/-i M O M Q M Ln N Ln L H a'-' Q � � z W J z zaa W ryU $ z �w RYE C/) N O F- G z CC N.. U O06 'a N U U = W f o9 o W �o9 Li. �A} Q W a3C J Ln w W zR 2 U W c# N m 0 [�� ^ Z 4 J W T J O V-4 0- cn f SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. D2 N N M 0 ^' ^ 1 14 WEATHER ✓E BARRIER & tARILY SECURE WEATHER `RESISITIVE BARRIER 1 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 NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING u 4 LQ 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" 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 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1� I� 10 rO1 ©J 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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) MIN a SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER / • 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 #Oin 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 Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 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 Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED ■i 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all V CO Z o Z z J a Z �w _ p (Z120 V - DO e tN/1 U w ■ e ~ t�e5 O o N ¢rn a;<d B D. "_� J ;r N o Qg z r/ o �j J Z i 2 c - t L p, 2 gNLL -o oW �LU OW E� � ZO v ut m � m a i5 m m Z 25 a� LL W N<§� J o * O be 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 tV (V N 0 4.J CD r>V)rn CD M Q 'M Lr) a cn •0 �f` Q iLL� CL -M oc v a *-+ Q 00 f° Z I- W _J0 V Z w� Zgag r C�ZUU a 2 �I- BEN N Fr L Q >_ DC Ln LU Z g N Lli ILL O Lu o N U = CL LLU W > � a° Q�� N Z ^ S J In r-1 LLJ CW C A Z V iL 6 Q1 Z Z~� m O N 0o ZLLJ :5= " rn -r-4 a to X 25 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. W P 1 ! • March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2D17 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM 07147 Testing and Estabilishing Loads o/ Joist Hangers. Previous vereions of the IBC and FBC required testing to comply with ASTM 01761 Test Method for Mechanical Fasteners in Woad. Both methods determine a connector's allowable bad as the lowest of the following: t. Lowest ultimate of three tests (or average of 8) 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 wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 [-Codes. Simpson Strong -Tie is vwrking on re-evaluating wood construction connector bads 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, we recommend that building departments under the 2015 [-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 65(=18 when it will be re-evaluated by Simpson Strang -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., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 8knpson 8trong-Tie Company Inc. 2221 CamtryLana Mdfimey, TX 7500g Phone: e72.542.0320 Fax 872542.413e g,� N >� NCa- Q O O C tU�- .� U � Cn CU c O O O O W C CU Q 5 s,- CU L �a Q. O�,/�^� � � .� U) Q Is O L O ♦� CU O U O L� VI CU W � w Z W z J z J SHEET PA 1.0 NO. A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2808 H0210.2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2548 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 fL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD21E-3 FL17232.3 ESR-3445 HU218-3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2548 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU4t0 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 F117232.4 ESR-3445 H11810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUCfk310 FL114tt8.11 SIM200804 HGA10 FLt7898.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FLt7899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT18 FL11498.1 ESA130 HTT45 FL17324.2 Evaluation Report HTT22 FL11486.1 ES-0130 HTW18 FL1T244.6 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HT WM 18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 F111473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10456.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components limed 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 fisted product. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures i. EXTERIOR DOORS A. SWINGING ThertnaTru Fkber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/-87.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.0%87.0 psf ThemtaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120481.g +87.0/-87.0 psf ThertnaTru Fitter -Classic and Smooth -Star (NON -IMPACT) F120481.1q +87.0/�7.Opsf ThertnaTru Classic -Craft and Benchmark FL15225.1 +87.0/�7.0 psf ThennaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 psf ThertnaTru FiberClasaic, Smootltster, ClassicCraR, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL75332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Ciopey Building Products Residential WindCode Doors W5 (SX7) FL15278.37 +3p.0/-32.0 psf Cbpay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Cbpay Building Products Residential WindCode Doom Wt3 (liX7) FL15279.85 +38.0/-02.0 psf Cknpey Building Products Residential WindCode Doors W6 (18X7) FL15278.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.7 N/A (see lest sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psi PGT Series 5500 FL238.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doom Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows erW Doors Series 5784 FL15353.2 NIA PGT Series 5500 FL287.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alaide Solid and Vented Sofia FL15272.1 - FL15272.2 +70.0/-70.0 psi C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.7 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Verb FL18918.1 - FL18918.4 N/A Florida Motel Products, Inc Vent RV10 FL21580.3 N/A lomanco, Inc DA-4 Fxahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FU849.28 N/A Bona[ Tile Saxony 900 FL7849.18 - F1784920 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032" Aluminum Gultl.ok 18• wide roof panel FL1 t851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stone Panels FL15078.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1989.4 N/A M?ek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsim; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified m comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ,- L... l-— asAt ,. I- - --- �..�., i:.JC+IL.-4A L'i.i.. 1 1, ---1 -- - - - --- - ----- I - - -- — Florida Depoirromi of Budnea A, Profa@Wm N Regulation latildhg codes and Sbrldards Product Approval AppNeadon DONN FLmnm•al lob LMLr ma halm mobom r d■ LioiAMu )hid" Revmbn 2017 Thom1 Ten e4rpo mom plot VAINItl Lyn00 F. Selerda, P.E Ryes J. Igng, P.E Ceeeeeey: Edeft Dom (410)2WIT40 PE43409 (et3)7e74aw smbC6lea0ryi-8 — OOrbr OMA6rantele tW, a '00eawrares. gmaparw mwdwe Bvduwm raw Ir m6 com FkdW WgMmW AlMMl at a Lkwnd Flo P,obewa,d reobew � ovu bMkMLMIIdJMMkWALMM alsoLo bamm 9FmMt! Sh�ltL 1 a Theme Tru FbwClw* Wed 6mooleSh , Nabda 696M 44POt omApedlgeok Op"M tT/m1 Capso.e Edge Fgredglees Slegle Door mwxbvoA wYgiXaw#4melbn) samem sae Nmi tar BUM Ygmia mm iwm[ ralmt bd3otLUh )hN11dNL Rabb 2017 TMmenwTno COrporman Rkk Valpllt Landon F. gdm* l P.E. Ryes I Do. P.B. C.wesry: EddMW Doom (4%)MF1740 PE-43409 (813) 78' 4M abembgwy: ae'e ckv Edes1W DeaAeeabM do. m',Is O e EL Conpeemes 0~ EvolrmM Real eom m oar FEE RmII AmhYd or a Lkwresd PW4m FinahoM al r.phmer 6Amiudo.lmdmk au EmoilommjbmhKALNM MM&MLOWNUM Row goolim 1 a TManm-Tm FOer-0bMk mod anka/r61a Nendna"Am 8qwv4wwnvmoaqeot OPWO Iml Cmperae Edge Feeglen Seep Door OnwAVObwft X magrmdbn) pop I Iffims Florida Deprh7ala Of BwNras m Prot"" Regulation &"ng codas wid Slarldrds Product Approval Appli, a, Ditdl no Lh omwm t ih raft go" Idow admod afAmmal homEmd Lora Las wmim ttlolarEe[ LEha lmflleillolan )OladlltlJet 10/10AD17 07112 017 10Me2017 1N12=7 Approved NWW011 MIT Thwmslm Cmlpevelbn Rick WwbM Lyndon F. WV(*k P.E Ryes J. lop, P.E. Cmeaemn.Md0krDom (419)29a/74D PE43409 (M3)7e74W6 OACNOW. a1 -1 -Odder Door AMWIM n ddveOWadpoawdms• CampawweMamt EwAm0*rRmW*oms ONE Florio PAUMmad Anted or all ,Fbrdd Pmbebna a *I aAmmiaLftmkft Florida Deprhnant of &Wnm A P.Ot oo mill RagiAdlm BUMM Coda and Standards Product Approval Application DSM gilt Mlle NIVIM" lath gob Idhtr )hNllla adMW ECAer■d AgEMma ado Li min" sm bmoL Shofar l0111tltALaMm1e )h1011dat 10n6A017 07/12=7 1OM8051017 12M24017 Approved Red" 2017 TMmn-Tru OplpnYon Ftlok W IW Lydon F. 8dwAK P.N. Rlan I IOp, P.E CmhaPry: EdWIN Doom (410)2WI740 PE4310 (813)7074000 41,00,110 ry:aw1 1 Edwior DoerAmmaddee move migooesndY IL Cow#Nmosdddo*Rvdum mR6Wkma oom Fkm R -1 AP*Oda a Lio~ FWW prObemom Eflom w sal uaLemomm P,ee 1 Florida Deparbrort of &xwom A fthoiond Regulation Paw 1 d2 1M2ws &Aft codas and Slardrds 1 arJsls Product Approval Application Dalai )BFIiFha sawaGAMMO hoong lima auk g/lOtJlt go idle glh htl■ g1h 1pN6AQ17 mM2A017 10/1aA017 12n20017 Approved ma momim m mumiY 9NM aoduKAM� Yftimiklh a� arLhomm hmmm Men RwWm 2017 ThWMWTu Corpevedon Pock V*W Lyndon F. adeal0. PT- Ryon J. Was. P.E 10M&M? 07M24017 10ne2D17 12112017 Approved Ceeeaar• Bftl r Doom (419) US-174o PE43400 (813) 7ar4666 SeOCrO parr. 0 Yg4rp OdwbrDW AeeembM dam0r.- - is karOrkIL cm.pswtes lmMot Ev.krrMn Rwe ban. core PkrW ReglebvedArdMq or a Lbwmed RWW@ ProbWmw Engine eaadaaaLgm Adm®amcao amort aauim 9meMdammdm AMMSLULUK ASOUNdacMM kind aides gMNKAi AE ffMNUKL1 Attaa aLaM kMO Lela aAmmaa mma s oriel EMMOLOlddo meadlm el be win 9NWLMN BNo m Emelo ameogaubminm am ! B� z� 6 1. Tho ne-Tm FbrCb4e and & ooft-i 0r Nariml6 03to &*wLdo'Nn mdagW t OPerm, 1a/J r= ra VM No WA �! aa� �a� � EIR ova! a� mamas■ OOndPOdb rdOe Pawgbme akr0le Door 9 LTMnro-Ten flaClydk ad BnndlM6lr NaNW6WIC66grotNon•ImpdWauot Oldard 1a/S1/2010 tb yes No N01 OFAVV*o wmir4 X CO M RO* FlI 40 Ode 20 glLbodm lam mb zodkLK Immm aWYd M2AMMO Ammmi aloe man Yihm mood m Site InOMLLLMM i didam 12"WAI7 IV1302017 1M1/2017 Perdeap FaC RRAWN 7017 Tlwn►TM Cogrors110n mawrIce Lyndon F. aaemtl% P.E Ryes J. Igp, P.E. Coagay: ®OM1orpoam (419)2WI740 PW3406 OIM78746M 600abgwy: Swbpp E - Dow AeewmMes ddmOrmbi0pmme6na. Cora - maMd: Ewlmlbn Raped eon a am Fbdda Rn9Mbwd Amhbd wen Lkwmd Fbdk Flabekesl Mpkmnr Babb dMY Oalposho Edge Fl wgwe UV* Door (M-b* AWAV; X COMOR t -) %gomm go ai BOLCIO" m S M sookm mh JANIM FOCA■hsl ANEMIA area Li atoa !■rm■L mold EAdWALALhlmm Ylmimm 12M312017 12113A017 iWi=17 PwAm PECAppmW Rev'k 2017 Thwnu-Tru Corponow, RkkYAW Lydon F. Bdmdd4 P.N. Rym J. Wrg, Pa. I I -, 1: 9, - DOaM (419) 2961740 PE43409 (613) 767-OW a1tDWb,IW:aaa'r01 Fax " Dow AnabM �• Cmd6lMrmeNedrot avMleMn Repwt3mm o com mew RsIII AE: Mad or e LMamed Flaw P1CREW W En~ savinain ball AmmmetbLum AmtmaanJha toed giftm 9WAk AmamOM Ammmo miat am■mow lic ➢Hire goo Lhi ANmdaLiha Alims um a LAM B gm! mi■glmadm moOoadhfOoaN2 dalmC rem QWNL Boom Emma ova! Pmae mdadadldloam lalmm Ss/d0e100m ammo Emmld balm 91 L a 1.Tm Tru Fb-ckw* and 6noodr. tw News K#3"&quo0b"vpedktiot ONque l2mr9 a1 Flo Yen No WA 0 L ThwmrTm F6wCWek end Smoob4Mw NOR" SOW6gmrkNonNpdcMgtkk (Noted i2al 2/ No Yes No WA �� AN vm � � No Yes No WA CapoeOe Edge FNwpl■e Bwgb Dow Canoodle Edge Feala n 81mele Dow Benf imddikumLKMIM BM&NUMEdon ammoLlukwML20 1alONm 2dimom Bohm Emml■ onswWwoutowMp; X amOgwaft) rylmmp/OrrMwYM X 0-AsUn1100) 14 n. Thwnm-Tm FbrCldwk mad OMM M-8W Nol 41 61103OA 6gdNCNOMmpedOpgt Omad 1N IMI No Y" No WA Conpos- Edge Fbrglbes SM& Deer LIOo�rm1Y L OWA**O*WftXOWSOX$ M) Florida Depwirm t of &mimse R Protaaiolri Reglimblt pose t d 1 Florida Deperb wl. of Business A, Prof esiorml Regulation &"V codes rid Standards ,mtlots Builldirg Codes and St ndw& Product Approval Application Detail Product Approval Application Doing Btllakild go mom Rik 2MR alLa�a go ISli211112,416 20h an" me ahmM mmmebmm Mort lgmoLALlmmt MdMddal Ndddd a bmm agammm Aommd Mena ma Y■Im ldibboc mldd amhmLAMJ mai um FA MIN 2017 TMrmtTm Cerpaeaon Fick WIA OM NrW W Awoberm 6 Rymn J. top, P.E 12A0A017 01MA017 12/774017 Approve! Rol wom 2117 TMwnt►Tm Oarpemaee RAk we4m Nrbntr Amedbio & Hymn J. tons, P.N. CweemeY• Ededw Deem (410) 2MI740 1eesOmmM bnW4 (813) 7074M Celeeay: ErOerla Dom (410) NI.1740 Yrrnsrmem know* (013) 7674666 grOCd*gay: anMgidp O6wkr DoorAuwbb dabomillnulklicommAmMs. MtCskegW.•a*Y@1 MMI*r DowN*rnblee n dIL Oow#%M mmeat C4 11 1 dlYtwLWkp oom I., -esee meamt Cuflosamt Mark at Users mom ppe/d1 Leaden Ndi■d oho d OCANmm Ameod Mba 121200017 Oe21A017 17A=7 Approved gooLa tlam ARKWML%L t h o■mda[IAs lama Rom aNdkAlmmm Amewoved for Lbg AMEMMd EUM .mod gm n ku t000Loomdo w SommaimmonLih ■E= gRVNalmm amid of lmld ova! ErodmadNwm mm■a xaminim Jim gwomL a MEN= Emwa 1 a 6pmLCkSdDCMMgMt wd ggmtOWANnWk by 64 rrd AID Opepm ad messd Flwom Door Man 120110021 NO Yes No Na% 6 o. apmtSmoon.6Wequot and aptotBwAknu k by NO and 80 Opapm and Gleesd Fbwplw Door eM 1231A I No Yes No N A TMwm►Tndolot mdwm,est Sdsmm1nM- add Oebwko TMWTmaerot rrdModmdsmme m - and DeMep mmansm gab ma MEMO mood= RevMbn 2017 WIN axe Done Cwpery: BOwlorDom SWCNbgay: WAft OOwbr DW AUMMIM Ceanpeww mdmt Evalr6aon P4W *D o 6 Fbrdm A glelued Ardwd or a LbwmW FWW PrebrblW Engine La! 1 MOVES 410 ALLMMM aD Ftdda Depohnot of &ulnas & Plafndoi Reglidbn Butch➢ Codes and Starldrds Product Approval Application Ds%N pawldt INGOIS ales goo 20 gOZNMB Lit GEM lows LAllmma limidum ) don A dEm aglN®l Ammad adt Belem~ Lee Robwb Looms abesdt 1. UrW PE 051139017 W140/7 0111641017 10n02017 Approved (71T) 3663300 PE425% (717) 3174464 boanswamW.Com 9mNkdiamm Ammmilmg■ hmmmdaLYm ima odt OmdmgMldAm sadtdaml■mgre l amNm Shbiblmm noo Em 9BIa8420ALUMOM SOD OXO 124irMS No Yes No ma 146J4&gUobd Sgnt NOWEDIFORCED Bafft" Sob m• min" M modwo E Rnv4m 21117 wv1 ', esend Doom Cmmow. Oesrlor Dons snre0ebgery: amp Odder OW AwantM Cempam mnmod Ewwndm Row am a FbrWRmA W#4hbd or a Ummod Flout F -bum Elpkresr a" 2 sEF E8420ALLPMO N SM Florida Osper"mi t of Bushms A Professional Regulation &Aft Codes and Starldw& Product Approval AppNicatlon Datall pawtdl wnmis Zo" ga aft ➢Names Wh am" Ld EK Ltmom XdMO M Ylldld aOmEld agAmtd ANNE d now Brent8apw, Lub Raherb Lanes a I.Mr, PE 08n313017 08MUN1/7 00/16A017 1Dnmol7 Approved (717)36UM PE42614 (717)31744M , 011 ,en0nnivld.omm gooLAMmmmm ammmuKmu 6MMMOI UM ail gut Emdtmmtl 9mtiiminsmma talOQm 9 Mtl&M amour Em■t SEReB42DAUANNM SOD OX, XO,XX 12CIUMS No Yes No WA Wkp* MOgglmt NO14#B000ED 14 n. Thwed-Tm Fbw-Ch mk wd Smoof,81m, .. , 161013" &gwW;NwA mW*rek Oloeod 121310000 No Yes No WA Cmpesn Edge Fboomm 81011111, DW plemogrodEAW x aer,preesea) µdi g1h Q•hbodba g1h B:2BdM4N2 )ON balm ZWAAN■N Ammod area imp Mow or tort � �llttdllb! cite i2N3A017 12n30017 1M11J017 Peddeq FBCApprovd ma Yfine lundmod n" NmiamALa M Ndi*Aaa Xdd" him" IWAMMO Almlmi lima RwrWM 2017 TMa ,,TN Oapaedal Rkt WpM Lyndon F. Sderia, P.N. Ryed J. Kit P.E. 12M3AM7 12M30017 12F21=7 ding FBCAppr CNINW. BlOwlw Dann (419)20s-1740 PE-4840g (013)70746H 80Cdgwy: 9nblwrs Ocelot DoorAmmemMe ..., 0 'a IL companies mMmt Evekmlm Rpedlmm m am Mo1W Reg- 'AreMmot or m U*MOW FluW Proft"Im w Ensww Florids Departnork Of llraises A Probaskmal Rwdatlon paw 1 oft Bulidkg Codes arld Standards (films Product Approval AppNcadon Detail BaN� BM glow mmmbd me fort ImomAIMM 1lNdda )d1i1Ya fmmYd ariANUM h mmml Ida Rol mm am? W VA ', es a d ows Bred gm gw LW Rdbwb lames Blownµ Lmdk PE 0110134017 Oam ir"? 011115=17 101180017 Approved coh'a y: Edwbr Doan (717) 3663300 PE42514 (717) 3174464 SACesogry:6ar1r00derlee DOwAmsebi s beapmdddnisd urn Caparw toast SwAndlon Report tan a FIm RewMe'ArdMW or a Lkmmed Roodm Pm6esW W Enpndew gooLhi aommufflha hom oli ow lmlaf gift LL! fe0■mtaaYNbLaw hla6B gwi iai m atlYlml Elraa 3 SEMN 420AU MMM SOD REMORMD SERMS 420ALLXMN M SOD REINFORCE) OXO 12014016 No Yes No WA 145446gwO0dMaguot FbrWa Deprbm t of &uisn A Prohssioi RepAstion Bull ft Cordes and Standards Product Approval ApIN " Detail rawtdl Imam 8 gob NdhLr go got amiumma era ma MEWN ■slb9hm recta LaslaiLb ma Idwim a( moss d Am mhad ag!■■d Atmod lima ftwMWr 0017 cbmy&"V pmamb company IYmWMebrbm ,,-Too"aweless NA, Omry P&Mw 11A92W7 06ROW7 12*541017 Approved Cmbpay: EdMlor Door (513)7701062 lore. (613)g1eane smcbamr Sod" Odwbr door Amesntles mw.awa.dOdop.yaan Compbw Hader CoMkodont Irk or LIMIne naimnmLzmim AmMOLDLtim Abmmt�� 1mmN gaali aim! LMOSU)rdWn gaetmlmttoLh lalmm gWdMMM Boom aammm 37 037 VA4 B PAN4F/a1: 6/A, 9{, 73, 76, ISO, 19% 76, WADI Pon #M. 25 gm.) UrIar Cw(up to 9V wW) o60,212026 No Yes No -30 PWI32 76V, OW, 4102F, WST, OW, MT. 4e, 42, 66, 40, V194CODEW74; WV6 Gma" Dow PW 420 US, Wall OD66V, QPJI8, OR66V, Men, AR58V. W W. W69v Florida DepartmMd of Bu*wm A Professional Regulation Pew 1 or t Building Coda and SterWlyds Lanais Product Approval Appgea*m Delall mb alLgc oral O1Y glhEledlal g! mu )tam a Mm klkm mod LohrtALdioa ahNotda YAlioda AMIM" aGAmdd ammo Mom Revues 2017 MINN ndowsand Door Bven3amrpw LdY ROW Low Sbwn 1, LWIL PE 0e1IM2017 OSMI/mIT 011MQ0017 40r10/017 Approved Cdocory: El Doom (717) 3M3300 PE41414 (717) 317-MM SubCdegwy: gang OOerkr DW Ad WMN bellnewyrewd.can Compma uktwtEvakmdm RepedBana FIC Na Regblewd Ardwd Or a LWWNM Fm PrOboelarl Emmew gooLe room AmmmgAvam amoniaLm a" Lim an bmmmg udwm 2mmilambelLow Ire mm gddblmm Bohm rf 4 SMUNS 420ALMaMN OW REINFORCED SERES420ALIgrRae SOD REW82ORCM ml IMIr 1s No Yes No WA X0, XX 9aaguope6119,ot Florida Daperbllmt of B mvm 3 Profeatoral Regulation &Aft Codes and Standards Product Approval Appkadw Odd 1anole 2 at man )halm mibmi[ LMta gahm LioMLAliem! 3begiu at go gob lbood A&UMlll gILbome gala agAmo d Ageaad lima Revwa 2017 MEET &aft Ppo&mb Carry Muk VesebrleI h"ImbTemanseendom mIA. Gory R OW 11/200017 06MOA017 12/0612017 Approved Celegwy: E I noon (613) 770806a ma (613) 619e6W SmeC.rp W. asaexw l9drlwDWAsewbM yams Cowml r lleadmt Cedavegon Mork or LWkp amuaumzmba am! 9ONLA lm a fdalomamlFta9lh Ammndh[gM hom lalmm ammiLow mtlaaWM amid Iohlo act EMmt W 053 111646 FWW V1m: SEA, 94, M 70, 1M0. 180, 4RIFT, 4RW. SRST. 9W, 46, a, 66. 4M, 428, SM. Goss, oDWV. OM, GRSSV, AR68, ARM. EDW EDW V Saw Pon (met, 26 aa) DatRCw (97 to 16T 0sA7r m ww)NIOCODEA1174: VO Gwope Dow No Yes No +30 PSFA30 PSF Florida Dwwbnwtt of Business A ProisaMM Regulid oll Fw 1 d 1 Florida Deprbro t of Buteoos A Professional Regulation palm / d 1 Florida Depadnlent of Bw1mm A Protssdonel Regulation P.w t vet Florida Depalbrlent of &ohm A PFOfealomi Regua(on papa 1 a 1 Bondi➢ Codes and Standards law$ BuNft Codes and Starldrds 11Mou Bullft Coda and Standards lmme Building Coda NEW Starldods /Mm1e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail l!lfitlibl Stab aliiL RAb gala aIKIMdt ■h 8mnm mb masts m go gdeblam leas PtMlM4e Ron NookK go gala Rmbmia go BWANIM Sao a1MLM gala 9i gdlbaNm lath BM lbwm arbodmc mid Auboariloams MMMS" mil AN&MIN athood hmmEd lima ma )bolo NEWWOL goo m LinKAImme IdiduLk maim Ambdd alRAmtm Among Ida ma )o., mobmoE mmdd EmWLAllllma Ndlimm 1tiNiood ahow aLhomm 6mom Mom MIN bom Y■dL*m wort AnNELtl mdbdL md&M alhmada atLho" hmemo am Re 2017 he"', war Dose BWMBmger Luis Robwb lanes Sbesdt el Lkldd, PE OW3AM7 06n1J1017 O6M6r1017 1w102017 Approved RavYm 1017 POT Ydrreelms Oses Rork MrKDeds BCCO•rAt MwniDedefrCCO-VAL 12AWAi7 11rJarN17 1YJ6rJ017 Approved RnNb 2017 CUIUM DMebn dAADG, Inc D6dk Dses UL LLC Ted Bwrdmn. PE 1190=7 1021Va017 12050017 Approved Revmm 2017 M WMdow wed Doom BMapw event Amodkrr AmMockaal alwndn lL Ulu%PE 12204017 12M311017 VaMmrd o+reerF OrM, Dom p1TJ 3M8300 PE42514 (717) b174464 Cdww. Edwbr DOOM (041) 4eao100 (766) 316,2600 Cmbgey O lerbr Dews 6000 ewyr Bestir Dow Cmpmmle (9li) 4940644 (306) a88470r dmveAedlbAmesubby m Cmbso4: Ww rdowe dung (717) 8663900 NrmAdurwa Aesedotlon (777) 8774464 WMgwalnMmd.amn arse rgery: slip tdmi*r DW AIMY M M■pwmrdwvd.oan SOCim gory: MAIN R OMIor OW ANWMN CwMestlon drowhop9dridwArW.own Campemees waadaO: Cwrml, Nestor UmN m Cow*NsubcamMoN e: CoMpNrmelMMot DMmesaMl deli w LMarp Cememm" amgmt E"Emim Rowhm a dkleplrree No&* wkor UMba Fkdd6 RnsisW W NCIMW a a UcwdOM FkdW bm ProbesWW Ertpldnw 9mMLillFoLo µla ha AmmmLm cure AmommdlwUm ANOMUS m imi cello m1MLAmltOM Ao,,,dbrUm ammoLitlhl isms mdm 8 Ire! m emwm loJ� SaetalitJlOm ohm BI1h1eN Emrlt ad! mmmm dalydmlddaaiNmalh laJllSh m bWaalm aMo1d matt ova! Eimtg.madhe gmloNLmitltL le 1a1INm glibmlm Load meta AnowuLfO.tYa Amo mdaLlhe in al" 10 SODM70 µage Mesh In e" Ve64 Soap Ohme Dow04M4UM Yes Yes Yes WA 1 WT. 707, rAT. 747, ad $47 Uqb end FOR Of Dori mak Owed ww lanwad serve rd pores or 12/3lrA= Yes Yes Yes WA 2 tea 3N 62*4 F9vFlepe Fwues GM Smile Nmq 10Mame No Yes No -Gwww eat! EMANUNdOLYMOKALMM mdmLOor 9NAMAXE lmoam KIM OWMIIM RENNA Boat 6 SEFM 420ALLOMMM aD REMFORMD 880a 420ALlMMIM µOD F49NFOFA=X00( 113141018 No Yes NO WA Lmdt(idm 1pddt Florida Deparbrara of Stomas (L Professional Reguislim pane i d1 Florida Deparbrarlt of Btuh ass A Profealonel R%Ukm n pew t a 1 BWk" Codes and Standards IAMIS Budding Coda wW Strtdrds lanes Florida Oapwbvm t ofBudnas A Profeosim Regulation rape 1 d 1 Fiorkta Departrod of Btuklsas & Professional Rlgutal m Papa 1.11 Building Codes and Standards Lem+* &Oft Codes and Standards 1MrJols Product Approval Application Detail Product Approval Application Detail Balt!!At mb AOlt■ go go Mlabou go aAM& M fob lmlr no go Oibmasa 21h Product Approval Application WON Product Approval APPNalkm MAIN AfillilzmB µmg INMMB Ningbo= good ANINKAMo Immmo L yh AW OMd aGAam m Aotma Mdm Lag )Boom NMNNNo[ go" onmu[ALaM Imehim i[ gwim swmd a EwLhomml amlaoi Mom lard gdt gb aoLbeem 21b mb afar 21b g11112 gMLMNM 20 Rwman MIT MWN1160dvO&moo= Smm8trger AmrkwrANlwcleml eleven lL LIAM%PE 12414017 12Jattml7 0104 018 Approved RadMM 2017 POT kxwAn Derr Rowk 1lem406do BCCO-C R 1MrmWede eCW-VAL 12242017 1210=17 12A60017 Approved gob ma IN" sob hoc 9mhd NoboffA hlme Mdom a )hNld Adm. agJlamd homEd AMR vet belt ■abd= am"AgdUKAMM gibmmlh INN" Amhmw aaeotd Aommnd mom Cdpwy:W01doe6 Q7713e633o0 MwdisWresAesaolelbrt (71ns174464 Cebgwy:veWw. (wt)4ee4fao pegata,zmo Rerbbn 2D17 Cbm am"" Praaoae cmvww Mwk WIbleAmd 6iedok Too" Bwvbes NA, wy Pknblw 1IMMI7 06r10A017 1206WIT Approved rom on 2N7 cb my Raft P,oamb company Nwk nmeledInI Imerm Teo" Swloos lid. Gary Pbm Mr 11Aa2017 Om102D17 12AM2017 Appleved Flow Ce.rpeeess YeaOt CaNiwtlwr NamwLWbg compose" ��� Feed CorFawmemMot CnMlwem lrkwLMap dmm�lo�tMOrretiNacom Onbgory:Edde- Dorms (513)77040a2 Ina (513)5194M cmeowy:Edrbr Doom (513)77p4062 Inc. (513)6104M e1i41pwy: aadMWOtWboowfi tW nwwebrAMddrlo myceldr SWCM W. ova- 'Emb brDWMwbM �y.mM BC d 8Nib3M$ aam Cerpams Mo*At CoOmnaan Mark or IN% CopWesslearot CmdmnYm Net orLMmep AmtOLiKlY! Aeotdlmat lms1N Ord 91mMLAmaoum AeemmaaCtit Aoo■mliaLYs !rend gmlm 601E au AL EM&SLOOdlaa ammoLlumeNOLRO lam gomibamm agrrd boom ills! mdWL20 ado 9MtdlmiYosai Bamm 9dabamm Boom towns A AMMMUKJIK litre Rom godkAM Ao�Um atfamdibLUM and Rift 1 1W Pw dd 73 a 72 erwid Owe 04M3A018 No Yes No +40f80 0 Pw4m(Le�� Mn1*' I A VIny Rod WMrdow 04130Am0 Yes Yes Yes WA AMA buboubaLmOMMLWAM mbdai dam 9Midamiimai In INM amriLamm and i mot doer mdtglumo fmdmdam ldmao IawAa ammaat= tl■Yhd mart as Oaµ v4a PAR -VIM 73.75,84% 94,42,46, 42B, 4011, 91Ml Pm gin 26 QL) 6106104W(Alp to PT wW) 06121/2029 No Yes No -36 P11F142 102 102 V111-16 PAN-VIft.. M 71L aM, 94.42.48.421k 40K Wom I"(mm. 25 go.) 006*Cw war to lur 05021/2720 No Yes No .37 FW"l 4Ftgt NUIT, Goes, ease, ARM, EDW W NDCODg*iMWes GmrpnDW Pay 4RUT, WIST, GDM, (NmB, ARM, MM wW)WMIOD006MT4t WIN German DW p9F Florids Departprm t of Budnses A Proieesioral Regulation Fps 1 a, &Aft Codes arld Standards Product Approval Application Detail 1 Mo10 Florida Deparbr are of &nlnm A Professional ReWAndon Paw, d t Florida Deparirrlerd of Bwkmm A PmknW al Rsgukmm pp 1 d l &lift Codas and Starldards 1Mao1s Bunke➢ Codas and Sterdards 1Mns1s dSb!# Product Approval AppNeatbn Detail Product Approval Application DstaN ma )tame Rn4Mkn 2017 OWAUNM WWOWTPJQapaedm cm wy: Eft* Dove mmhd EmoreALolme md9mum Rk Nvm Lyndon F. Sdv*L P.E Ryes J. Me, P.E. (419) MIS-1740 PE 43400 (513) 76746W INN" AdOW /011sm? 10,16A017 a AANmd 102NJ017 Ammmd t2IMI? awn Approved l i MeN DW Anwar . mb IONYLK era l011 BeL od u Lh gob NBbtM gall lain ilLEddo Mlle CMAP NIftNpbg WUWM rttm E d:oapaRoodwe Well urn ma AN" mo bdm good Em imu AMW maimu L xd aimald BRAmllalml 603M mom me )ode mm mkmL mood LiUKALOOi )hNmdal vmd" a60M� agammd Among adt Andded or a Uo N FbMn RmpiwMed ArdMed w ■ Lgneed Fbdes P*W" MIT POT kmIwNe Own Rowk Iewm Deft 0000-Cat IAmMAed*BCCO-VAL 1220=7 1208=7 12IMr1M7 Approved Renton 2017 M Vardgae and Dori Bromampw Amedesn Amhbm*Ael Now Y. UM%PE 01103=6 011*yms VMOwed Iyeb-, Wwdows (941)410MOD (7M13154M Category: Ivedmre (717)3863300 N6mMwhnMmAomddm (717)3174454 sbWesgwy: sMw limp Onrmppw4uwb mn soomopmrr. Flom-, Sadw be0mowMnid.mn SrmMtdtlsema Am®mlaCloe A1omu0iaJoa tied salt 4yomplMes 0~ CwNkOm Mark or Us" ceaparme aeemt CorWAWmwkwLWlp ova bl6mLNA&LmNmkvALOM maNLRUNU ra golrfid MNLRO law" gumat mi Bond moo 1 m. agmOfiswOiseeloaprot, equot8dnooM8W8p,Ok. 86Mw.I 8prol"moAquot Owned Fbwglmse 12411MI Nb Yes Yes WA 901OLh lot Amodflaft AmorodfwgN lima gMIM gm9 Anommod for ME aootmokgm mild Bids Reweawe&*.tCbmdeCraMquot ar4mtfXneskadt SM*Door - OU emwh"or0abwbgCmnpa.don WI EMANLONOLMONLUMM mdmLoi gomELmMM 9LM lmamm mmkvx m alwim EMOt &a &Aemu@NwjkmmKALNMM moNLRUM ■ mo maxommvoaole hlmm mWbmlm L1oo alto 7 3144M (Large Hub I C Vleyl ONM dung MYdow 07002020 Yes Yes Yes NM 1 lm lea Fer and Pipe P10 TIME kmdded Game 02M80019 No Yes No 14M146 -0--e CD i L 2 O Q O . � U CnCU 0 O <VCD ' '^ V/ ja CO = a) 0 OO U-CU — .w -0 CU E O O L Cn an Cf) in CIO CU Cn -tf -b-, O W U) CU O Q CL no O V°^^-11 'W'^ V! CU W Q Z Z Q J a. SHEET NO. PA 1,1� V nAW15BI mt Isn Boles 1010"k w111d0a 2017 w1mdmWamw arlswr-Patrw �UIeMe� .sows lNPwOwWa FNrM wfeMMMAr1w1a1R.lN.aMM PIaYM FIaNmMar 401M nommalbetra am 2 a7at EllJd!!t Gas k. now MINIM ok MINN 2017 wvvmftn Wdamn aoldrwTSValOew ePeomler7, MMlw1 o.wPr.m Aare tela.ew wdpW a.w. IAddd a1Mrlwd Ard W PI R a LOawI.Ir PMINt POaNdrmraWlMwa AMA amoommmikokKaom 2 ow l7tJ�t gas an MEMO= I4WAMM 7M7 Mal" stood%PwrVNa OPILawaewI Sam OweRwwrMwe aaw.lw PWPw1Ww. FI.dIN wlrrlwdAnrYrRa lePrw.d FM10N PMUNI Wdl IUMOW E nl� MI IL &ovt2Taqp4 am Flaw. Dep■1ED 1 a Bw*wo a PraeDelarl Rap 1 1, Bwkft coebe and SYeowkndt ProaaatAppawl AppftW- D" Pa'1at 141111411 krtat Mot no YkErrs ark adNr Blirnkt BIkk1 amow MULA. AMmrd Arta &"Saw L.NRLaIa&m atwdn r. lwrL Pe ila0wt7 1onl 7 1ww7 1201201147 APPFAW m11004100 Paa2w0 (M7131740a 01 r.dI tMULA .1a Aoaordkeft ANNNiftm kart AWN [apkOklY. OlrlokkoYr.Olk INE OrkWllri adm E.Irk Vw1mI Alwbalm Olron ta0,1000a M Vr Yr look Fbdds Dprtlwent of wAk"n a Proft"10 PAP MGM Buj ft coon wd m-- -- Aa 111aaNd Appalls! Applaalan DdW Poole$ 1NwOw adW isrLLMM admd" k :i � ANOW � �Orr. aMa~ UNKLAIMPa Ohm IS, twit Pa toalwl7 ,aNwat7 t000a017 lanawl APPmwd (MU&10a 0641014 (m7)37744a wwwomoomm gmdk& .a. auas/Aklkt 4000MIMLME last YfB amomommagma� kLmB arrtme � nn tAW01rA1nIlIwI WOW 1301406 NP YPd TYo Not Fbdde OWWW a a BAhM a F40%NkA Ra0talMm adav Ca" ow eMln4N - Pdwdo dAppald AW1cW M DSW SOLU as" worAMk BAdnkL roe 7a0110 Lpdn P. sohma Ps. ItlwWi rWO. PL 100410e4100 PE43100 ptar TaNIMO Ir101A.wlk�e0a1 ErrkotWer VWMRsow%wft It Poole# ww kM Boks Gorr! raw" =7 PWNawdN. OdrgwM,Aarww a.q.WI OpOkollo■ dd.w aLNala 6A�lmilrt Yat IYmMND.owWMMnww folm Depaanar d Bunten a PdoAnalald Rep lOw BuMdtt0 Codas ad IN j ,a hodwtApp WalAppdosdoaDents lwowld loiLr Mre AN MOUNN R Om Orkk ]MINIM BMOMA kind arLAM■d An w tlr owl MNe mmommosm-m mmatalme000-MAL ,fO1B017 11ntIM17 taa.w7 AP/wlle p0Nd11IddI�IpwatYL.ew (70r f16a110 OMtLA� annot kBt A...IO a roar gas Lr.aNeadwNe■Orl kAil OlrtJmG dlkik k■s. M11116 nl *AIM Otled!■1 Vr Val VON MP1 17llttmm an vow MMrrons wwLdn 2a17 JwWmlMla.asraPwelrLtr Oirorw% PW ewb 1da,b awwwdrwsew. Fl.rda wpRMW Ala1Ro11 R. LIPaw1r FIaW PoalPdoMWr allma ANA bNOSAIRUJIMINSLAWS , C MPI" Low Odra Fblsde Deparanera a &atrw a FI cloo ww RapoiaMon Pimples Bltldlt0 Codas Will 81r1deode ,wsda III adLwtApwstrdApplydwlD" lairs Orr no YkEnln Ore Ora i1MorAilr■e rArklkt BMkk/ kiomi fou� A■■W lira Pwww"VA wowNM..L LOOM Joan OPPJL Oww/7 0000R017 Ow.a17 IONOaa7 A�PImM 0*94sa■7 Psalm 003IN1M0 O1W1NrWsrw0w.wlwr .mew onska orB A.rwikLBe hss Luft ban own bloNLRk1111. Okrkrrr.Ykl 1tDlk adtlmi ltlkk ft r ftwgmno%pliNl1 l atmomw Vm Nod IIM IA Fbdaa DaparI l o udnm a P1okeMolrl Ra- J "M P,n, a, DA&Vcodn wd 8wWr7ds wow ProdaotApp dApplod-DNA Elm >r awn & oad= grow ■ NEKALM Mill"& m m MolrNi MmAwd M NN Mrr IYdRa1W 2W17 MM MMM ONOa10Pood" eM. Pearwds Vol, NWAN L O1na AM GMOAK P.L 1trO0w7 00a1Qw7 Oeaww7 1RINS T APPrwwd Groats PWtalrt poolslaaw PE41111 00103614011 swearw.rl laaWwwlPwlww. SAIN W`Mr Pure. wd%dw.dArtYraa LIOam.O FNPdd1 PloNMMW aNMmr agookoLooka trmAOr.a. ANNOULkdke Ar.■iftft am OW. ME � ar 2 dNAfilwwl.POft lraowWYPdit lOgta000 Von Ym 1a1 Nw Fbdae DapMUMa of Btrbaaa a Pdolaaft R9quW l BUMlMO Ca" ad 81rta.lda PM*AVI AWOVd AnboU M DMM F..+a, www Fbrida DapDralrlr a BLrMrn a Praaaiarl ReOIADMw1 Buldrlp Codes aw ft dorda FaedootAWW d AnftWm Ddg Pr.lat slow amum it itLk ON kB OMeEnINs Yk 210 AMORS 1110 1. Oraun k. lSlltBim Ya1 an Boles r FAkom Oodo irNtAuk l.Mkut Burot kkoYsl IW&Aawd A..W MONO an mom notow a� .d KALk� imme m OCA■r ANaNW ads an Bole m doom 11100111111 201T POTOKWAN lofts PWwla 1and0.la000-afa dldWHftft@ O-MAL "am 7 11110017 tAwlJ017 APPwwd adPlOda am JN INarftm4PwOorLML Peadtdlaald MIIIMlL C1wm JrwaeNrld.PA. OaBwl7 COMM? fOIBOwT /2110■A APPwwP IbdMn 20q MMNWMWA*4PPwb1N,ML adNlewp POWdw. p41)0r60f00 QOrataaEO adtd/wyt pones a pOr alOLtl PIWIM oftsow a70 oaNdslarsarTar faaa1111daFt We.. wwMaoalewwL.wn 0+4Nrrj elaO PLLOwwlewlotdawMwrF OIMo o.MPlaw.rteweowrowo.trawatNalD onpwle.MMedeaWtWwaaAPltlRa. Went p.*sPm.DMlre&gW0aa1MPw14n. BAdetlEetB FtIrY M101rIMArpYalRa tNarN FNrdP PI.NwMWr aWM1Ww FRrk wP j1rMMwa or a Uumood PWA PwN.rnr aMaw O�t1ak..l Arr.rik[ikl AOMroiBtllre kart OBkr MMat dratBrro�oo Oro.k�r■Bra kId1C �lllrk Herr mMl. IYntMNDatItWTleldr. Atwrwaldliar Ow l ValVr Yes tokYtgoommommim assum� Mania" AENNN&M" ft" a"1 + CaWewrll.0alell 1NrPaarae11010rq Isola= GAIN 201111111111 anna tow %B NIA NM AMA ammundammaKoubm 2 1NPWIIPwatLlPs" Flo Dapalatlelad8udnswaP1dkw1wriRsquWm Bu av 'odn end elr,drda hwdaa/ Appllral Applldlool DaMrM Pow, a, 1001411 EMa113l1& 1011 oft Gabon go so AMEX am So Obbeft no Edam ONL 1 AMIEW IArk an Doom mom irk 2000LALNOR r/ed &afoot a� lORaa1? lwllwl7 "Rim? 1211211011' APpmd 01111011111 2017 AMID OMTtwpw ~F. Srw&PA. ftowAlft PA. 1044OMT Ieelow 1011taw7 INJIMI7 APPwddd ardent PwMTwF ,an Msaaw P1640n 00 Tw4aTr 01rlaw w71sort ommondomd.eow O.wPwdM.N1Ye aPgwl.PWPPIIrwn. PlPrd. wP0N111M Aw1Yr R a llalm.d PMIiN. PwNwwml aoptwr amumbubska OIIrkBaMrlaOrle klLLli Olrrllalei M M= Ear. me blr.011lalrra KISS likmwi BW.s Ours. 12014020 No Vr N. Olk 2 IL&Wd A6msulopmoesrN vwdaa..dveeleaa somem N. YIN N. NM Fbllds DapaulLant of Burrow a P7aNDDblri RapiaMoM B111dY10 Coda and 81r1dMdlt haa110t Approwl AppMosMao DMM Pq.lal lwa/a gob glow So ift NO am k■ awn aawdownt on" irlrkAUk� ar AGAMMO Ad arts lr slow Mod■ Mddla 2017 am wrwdleooa Metdr MMWlln JWAKIQMW*1.Pa asOM7 OOwa.17 aOww7 tmaew7 APPI.PM llddldw an? Tria01 Ba OPw0.d&OIL odepw.MAq plon""1 PEawr 0"THataP11114111411 eiC9PIwrP, AWPIweetYlaW ■ awAmdmw odomMwMltrwwpw m p.e�a..tlwewe alldP.Poawq.WtWPw. awlesnnaWa.e alwtMmw+Pltawl. hoolandArclotows dArc era LNw*MFlwtla Fp1wW WwP wAlolYPta.Lk�wPdFYrN OooLa. AOadkLWl hromd& l E half Ott. ABt ETIrotBWY. arrrBrrrM.Ort iLAMi OalWltli MOM file AMA t ONAPpM P1Po,aIM10b FNdlj.m wwlwriOlk tr.Ywr, 6dd/W ,Oaoaol6 No V.d kits NM 0 ML10UL atPWay. adPllWl�t Fbdde DaperawlLl a Bt d"W a FIcks wet Raol l k &A" Cads and lslarldslde hadadApp wd Apploodow Ddel IPOP, a/ 11 ,w■w mom Mra.rALr.B BMatah MINN Atli MCAME d AM ori am no I 21w FAMULCOM Jot"Son" PA aaaaw7 000e0017 OOna017 101010017 APPPwd pOrslsaav PEOW p03174M PD,00111 Nliw.rlR arlrr111�.i Anretlkrt A..rLk" lath Oars E oulamo M. alrhtir.Orl Yuma OIBYeJLO[ BWIkB al Isr.rInWNPdwll 1ls112000 Yo 1014 ILw MM Flo DaperMNrnt a Budr w a PickwblW RapdeMon BUll1e Codes sMa elraDPia PladaOf App—d APpaadbw Dam MdPta1 II twalld AN" Ift So mangos ON ark lMlkkaLInow, kkaokakl BAAoI karml =DAMON Among oft 141dadw 3ww7RP" Lew.OWN" td11131147 10i011aa7 t0a0w17 ri12/J017 AMMM 6"710"" P67M■e paq atbtlw - Mlllld�P.aaw onaLi ME.e AOLikie ArwrLkdw rags Son ErOrlalMrlMragoomammonam WORK arrlllMMs Imam E.k. A1MIM.rwWYd.APIWPNR Ouwas Y.d Ym 1110i NM Rol fda Dapelal►wr a Bultrw a ProNwiawl ReprsMm ift Coda alto 8lrwI I 1Padow2Appdew AppMraMon DsnN Pop Mal ,neon Fbdtb im I - t d BwMoDea a PmtaaasolOM RsgW Wm ria 8aenaRrde a adav co"Bt pwdad Ap wv1 AW11Ndw Dd W P,a, al wow Fbewan I a &rirw a PlaBiarY &Irduq Coda ettd 8w+dews �� hadsotAppoold AROMOse DOWD �,,',Pa„ Fbdae tapered a &near a P1ob■iwwi Repielon BL� Coda site BgrNdrds hadaot App—d APPMoelba DIM PaP., a, woww E� sit Mom Oro Yk obilm" go EMAMMIMIi god Mrlat ON Y. ireo.. no EIAMaw go Blom let no MML O Mr! Olds Yms Mr! Yk RML tl Or! am Bole. MINIM= ON" i OMLLLb ■e Bmtakt Now shoo NA:ee■. ANEW Oren Ir< Bolt &MINIM mom ambnAmM kiiedkL BMad MeloBra AOrlead Aa-W mr. BOR Boim mr.Nis a.r MOMnLaiil imme a! BMitA fi d PAOA■r A■■N MY■ MOR Mdea MENhOM ark ir.tAL&M vmii dkt BMW A MNON MMOAB•d Am=" own Mlyden 2D17 LV."WPM Ma des TWne.nAwMaAwr IMOdePw Arw7RPwd Now Doodw IWISMI7 10n011ol7 tarmmT onzow7 APPm.d Moulin 2W 4V.tflaq.oa MLMTtwpwAndrWrwl T"Coub" 2WdwTRPAwt Lesw ewewo /a9pw7 lmoom i§MTM7 23012111117 APpolWd IYrrw 2"? LV. DWWMMLdMTtwpwMWMYrw. 1"Fdmwrn bol"RPIMr L.dw son" toM0aw7 ,C110ae17 1011`/e07 121I21Jw7 AopoWW IMMrn 2/1I LV. T.PWi.Pa tin iaTtngtalAwae.dwr TweCtrrwn tadwrRPdON Lear Dorn t011000f7 t OM47 10017130,17 Iwfx w7 APPwwd rrr.OWSMQANOC) p+rsdaw PG*W (>vp200A010 rdrlawPn7(rANOM 01,042494011 PE4om pagsa.tsw NM1dYemom(TAMDO) 0"24"■ PB*W 002004010 111616010aw7(7AUM :13121041111 PT>41Ml p920sldw CwOrn wtdep w jepmou obgAwm � 01e0.wDwM wmslOAmwwN.Plaw w eria.loaPryl wo.aaAooll.ara.aaww DRww MN/rMdfYwPeep sewn dIMOIrMaY w.eRp epltPW MgMwr1MYM0R1YaYMnw 1+1ah��OePINIW aaglsnw wa.e ovskWal nowtallt. Ostdaall1.111Yeos.N.etaaPPwt/wt1. ewPYwNw.e 6dLAm agwlama ca drlwntereWwPe ldPYewaMPwtMnP PirM wdaYwwrANwtadr • tJwlr.r FldAd. PwN.raar alldtldm FN.rdo wdaYwwrAwWddaa LLdoWatd PItrY PldYtdYartMpWm► FtWa wgWwdArdtOrrlr. uawrtr PtrM PwNdtMar balww Ftrdd PtdN.lNWrsWydw r.ummrd Rdddt dMMaBiiElNk.l s1fkA.N.IB amnoikiie ARMaWktie MOM own E{Al�tdWk arrlAlrMere MINIMUM aarlellktag mr now ElwAl6NYlk SAINLi nEeE YEDWkLYk AMMOMAltie rd lift ElAssl>tltEMAlw softA N■Be melt AESELBLWe l r irn Yet Ertrlro.tlR Y.sPtkonMosYk kMaB A MON BOOM br AM At daemumma n YrrkB blioL a kABt aaomJmi MtNkkr EBOB Ant dtl.OrakYe YorrkonMtlre kMak YkmMMI kdatt Eger■ Yt! ioraulrartlD ONr■1kOrMBOY am BOOM!= soma Enwt 7wdaolAxTtdor.alo.,AMl.ats.lrarnP aOpaarewauWrPwr.Mltr1T. 4WWAaa Y.t w. 1wA wM a TA0100aOa..mltNW see. /Poarw4 N. wP "a .sofa a T7ltwooalwpowePrw,wle.an MOa.MP.wMgarlMrPJOda.arYdalr. o0ao■a6 Y.t We NM NM alvawaowerwrdtdxrNrr oDoaaole rw ►w Nw MR ft 10 0 - Iofeu*wnaPlaaaalolldRaptirMm P.olal Fbo DeporanelddBudkrssaRokefaWRa01AeIm Poplar, FIaIAR a�� StMaO Codes and 8lrldr I + euMdbO Call"wn. ■ and ealea.Mb aetltdl V Codes andelm Pi- c e 14141018 Plodlrt Apo l" AwBOAN DINK Poodrot AMPS ApPloodr Gold PNadustApp-M Appical ov D" tl Oat SMAt Ore Ofe OrlEtaBt Om OM B! O1k knit ore BOB arls!irre Ora MOM OW krks Ore Ore Or<irw Oft El i Olt Its Barr Marta•. OWN iokrLLLUM Malt am" 2r ZILIM ■d Aosd MOM, Are Brl. MINIM= art MrkrLALUM BMBrakt )Mrtl fi o EALAa Anmod Man an Borg 1Matnm tart Yo nLAL M Bmarlkt BekNd ttlalia wAoa■. A■rltNr Ilea an Boles Mardt 11011110 2w pwaA Pofta ft CtwJnm JWwLal1or.►1a IadwrJoYllOwaa. 10w.17 I&Ik 7 101121111017 111120017 Appavad flow" am LIM ML INS AlkrPawM Jaad.LOWNW.PA. OWMNLQ*IKM maim ftAP* wdlardW 2w7 aWftdwle/0lwddl WA TtnwJokma YMM wooraalMlww ardw WAM INISMI7 ioam? 1041awT APPwmd IYPl1NW dal adwaloowla/PMb"wa adtlOtd: IMdev p"n M00 Como npl.dW R! OWwrwF. wd.elD ""Mail P9400 m8at74a1 CdMON7 Pwdwle p0r a0�a9fe ardlaoo LLG. p140640100 odOrow dar oftAaawMrarwr dwllONew.w Pia1212 pwl.l.41" OiOMIMrn Red- AardlMwewwr .wIYI�lwrmLmw aPdbWMpda wadRrlRr Rwftiv• trralaMalYaddala,Wlwa tlaaldlMMYIMd0d0aydrw adW00tWmrdYermN.aw aPpatlwW. w wlptawl. C.wYWadrdaae EnawelWRdPwlauW O.WeYm.rlYeaMewO011adldradwW Ia.d.r6,MI.0oaH1► ttllldraMtl.Ow dl14 PNMM wrYlw.dAMlldldRaLlewMdd F1MM R.NdI1PWr aP01...r Padr AteYldldd AlORwNRaNddwNPltaM. Aa1111110.r �a 6 m ammmuwmm am giftammmmuK Aar! baM.Yad.n kltraamB Hest m bow n � a i s7 va.00r dda�W■PPea..orta ,alsdwMs wt rw Mw ww 2e Iwl.soo M■! nobaw aMLn aEl a ire a u L■t beelrtaa�MtR smaRt a mr s a•wArooaer0 10111*10 lael0l; Atw arltlddwPN YA1W0 lntalm0 MP TM. Its MM 1 aWdMM0 4 Mod 0vmws N. M No *WAWA andLo t trotttt aP� Fbdae o.p.uTrdi a cairn a P(ateaiolrl RapAetbn ButldnO Cade wd 8serrasrds Prodwa Apllol d Anlodba Ddsl Poplel 11 Imam 21111.8 AN GO af iwr[iLM mom" BM°�rlE AdOM � rAnnod 2e TtPwwJ.awW.R V~UNbM e.rWre■ 010WKIOW lmuaots talamp 111111007 Amwwd p0/1 a00a90 DwMemLlC. pwlfalatp awlWrdlWwl.eMedwLm w talAeaNsee ammoluan amostaft kaW awn Eddy �� ii� �aYk Yrror Nina NNaMltwat.uradrlLlt twwarl0 - Ne Va. 0% NM Fbdlle DDpw6r4 l d etrbw a Pwkwb RWAsdw e1 s" coati war eawdr - PlodootAppaW Apploofoa Ddsl Iw+a, +I�+P Flo Ada 0Dpldewi a &Lawn a PrdowW Rap l -m 9u kw coati wd 8- I I Product ApprwM AppM sdm Ddsl ►.. ►w wads Fks DDpurille l dlMakwa a Prokaft Re -A lm BLAwrp Codnana BWodrde Pla1Yd App-d AppMesdow DOOMS PaPN a, vamp Fbda a BMtlraas a ProlsaalawlRoDummm eularp coaw and ealndMde PloaldetAppwnal Appleafon DMN P.a. oall n IN= mt Mats Ora Ore areErrr are MUM set ANKE Ore Oro OraEteks Ire twolm stet Go= are IN areeiB. ara lS®MAltl sit imat Ore Ore IdLbma it MOM Boles Marrs Off iwsiLknee BMtlrakt NOMA Er GAMON AanON Man In NOW MMdd= aril irrkLur■e BMItIMkt BIIiW MiAmi B OAB.oI &=mod awn in BOMB mrENK Orr iWrtiLNM karlakt m M booms al&ANEN Ammon hao IN Bare Mrrom Oran irinLaikl■e BmEekt Burn 2n mMArles. A.■l Alva MMdn Zan 01oeftcoallrwdd"M lbw idlwme MoraunionalrMn amVLwd w loaaoon l0awa7 QIRUla7 A1P WW okwmm son aMallodnet wd.ILw ,tdWw..Iwa t w"Oulam"twma oMTLrara tw"mv 1010ww7 toalart7 APPwldd wa1NYa sin nrwoaaallialYMiaP lbw innoR WRIOUISMOlhodw aMMLWAIW for 7 taaeaol7 ta21a017 AarwWd 1M1NNW my Maraddsa/raraLadtr TRwwionno wwotmol"onNwal OMVLWA r lonaaa7 10aeTat7 fealaw7 APPWW mdowpft " "Musaal ewPNmua. sswsaaa+ao aardedvrwmry pmlawa2a ewaLwLLC. (awn"Iee addMM7anale po11e■aa/ eralemlLG. poelLadm■ �1j awMWYLLLl 0400d.91ar aeLYwew7a PedsrTlr MwMywaneenlrm ararrwPa McMalYs adlllrjawwe�elMr wrL+nwna.arlaTw nlwW..a..Ieeew.Lm �M�°w�+• m IldOatTrw. ,II _ 11y.WtPaW. w1mdl/e.6Wq� aoPwadn. PNrwLA.W. • PwO�dPIN6aarl..ltly bMdaldaallY PaYid~SIMMONS*a tMml.aa.e AlmoLu r Areidbgm Man Oro. EI�LJrrtk amoLa Oda aoWiCBt ammoK it am it 6�ifi�k lMaOtifLdisi lilt irB Asrt Ealeotirorn atrMdi�.Ort kJmB ONINIklmB Marla Yaa■ AUIL lJlklkirM■ alr■tiaaaBkt lama kodrsmB itrt Errnt !tit amommmmikieviumniorotirskln Ordirr■ik kAMMMI ikltaw Mercer Yes. ANA ErirrYrYR awrrYrd■ik k1MNt trlttLB Bald ors 10 awwgar PwlPlaat•IOdOd.CA ta0111010 Ild YYd IaA IIN 17 alamm-owerawLllwlNPdarr:allrlL 11o1L FNePwat•ewrwW, CA /a14001a we 1Ya Ma MR Is edwalrla•C.Irr7ar..etrrad.11a slaw FLw tAWat •11tWdtwdIL 1N 106111010 NM Vr N11 w 1a ftww 0•Cddldr7riN,iRMlw: atw Ynat SOa PWPw6.LA1rV7W1o.,PL 7mm& No 1W INS PLR *1aa46D1oatlY.Ne Dorn ^W cn N CU O-� N U � `' a c o 0 c .� cv U -aa- CO . O M O c 2 B. 0 O U— 3 . 0 -0 E O M'J L � � & Q .= cn Q C TT It cn S 0 cu U C/) cu 0 -- L CL /CL dC, CD cu V �- V m w z z Q J ls. SHEET NO. PA 1,2. Flodds Daprtment of Business 6 Pt*bnional RephMorl Btrddi V Coke and Shnduds Product Approval Amftndmn DOW Peso 1 a/ Isms Ebel Foot so= go gllt RIKBNL a gel me gloss IM1ILMea fmolsM larsAlMMM 7railMMt Ysd111r a14M0ML lAG/t®W amowd !Mona Rm "1 2017 Dead Rector /Masdld4 Thelaa Jama9 h1PMG tkd boa Evakabo t Wry W. wow t0NMJ017 10p9M17 101212DI7 AppwM ab9al- Radio R M 200.22d1 awvkw LLC. (20AI @"*ISO &*CA%901r. ROO" Tim Mnwt).mnreMbaalm Product Ev kMm DO Repod ham• m godkAetatoa asrMLlKgm avaostbLNM loot Iasta am EMB■glldrla grlMteMbrlago InHmm LAoIklFOLL BLrMar !Toss 20 SwuMROD -Shale awrsK Ilia Fat Rost .Lead p.CA 10)"ws w Ys WA WA rimwkmuk Flmde Daprbno t of BuWm A Rrof9aiaal Reg1 Ww raw l a 1 Buildig Codes and Standards taoo/a Product Appwal Appdaadon MOM gat !fir MIS got RNLBINK 2111 me glow JNN*W o[ FaalM lMt1eM[i1i1Mt MId11MaBt MId1rM f1Irk1L arLhEmr ARMEN N WM Ravhbn 2017 GbW Pmbdm Pmdtea, LLC. TLn Rahateon atAW A. TO Jr., P.E. Jdm W. Khanvft. PE 09a12017 001112m7 09M 72m7 12M2017 Approad CMaamr. Shumm (96a) a99.7545 PE-44167 (m) rm4m subataawy. Shmm Pads SomMbirmonihopperd.oam I, IN sae Wlmd EvmkwGw R%mtoma FbMa RapMYlsd Aldtbad eat mortand ft Ptaaaabrd Eagalm PLMNISMpmldmok g oLa1MMMM homm LULUS A1lrrdA LM lmoot Rua foe! 2ddk = Rokod Po■■ 1 20 Gaff Gahnattbd MW ram Pwaba9R¢ C tadaeb psis �� 1�12919 Yee Ya yes WA d d� g■ mt )bore Iftualo t Mvnbn 2017 Global Pmbatla Pmduda, LLC. Cdoyby:8hdbtt 0ubabpoq. Mum Panto CotiPenw Msetad EvAmbon Rapat lam e PbMa RoombW AmhkW or Uowwd Fbrba PmbabtW 6tpbaw J'1MI� fa2f 2 24 Gaga Gtlbnnad WAN sbnn Pawhaff 1Q Flaids Dapllrtnar0 of Businar & P.*%ss m R"Welon Buddbng Codes and Svrdrds Product Approval ANWAU n DOW lrBtr gattaM modmKAllo TM Robbow V"KA Tat Jr., PE. can Y L' 11t tob1 O ppad,PE.141A7 EmaoLoonlift cmgpw GeWwtmsa a" Bbmn Pwtea ttdeated orstby baahs bptwMshu I= ptabdlat. Npl.rl lama Flit 20 ROLE■bt ME Mtod11YLM[ MIdOOML amt algAmmw hooma Ora JOM W. KMmrACf, PE 09a92017 01912m7 0110112017 12M72D17 Approved P54)?M4=4 gMktaora0lL A9ooeilNJAU aeeaMOl1LIM IMMM 21ra eg1M I.mm 9MYLM M Bolls ITOe■ 12MM019 No Yee Ys NON Florida D9pwMw t of BuWrma 6 Pmfeaimal RegAstion B dit Codes and SWnbnds Product Approval Appked- DaW rule t a 1 lama PLety is�m 201 WL9t an got MUMMA 2101 mt MIME Noldm&Mt fastYr C MM1MAlaa't liam Jbn Y111o1M AgkM a OGAROMW dno=d am& RevMM 2017 Ad Anatbwt Almepu MW Glass M1a Balbbd Flank L Bawwtb, p.E Troy BYtap, PE 1W2a2D17 PA AF* 1. .. ,: 81wlbw (961) 7124M PE•00466 0 (954) 0474Me0 9WCab9Ny: some Peat MWAbOaftmarkoWtdb Caw lumosMdadEvandonRaPad*=a n.0an Fbd t RepaWad Arched or a UD8naO FbrNa RaeaabW Epbaw Btl gMkldlMaor aMMMLkLm AmmooLBLum MIN gal■ Inn 11111l19dMLM1arNM SSOMAI ARUR20 !.kiss!! M Mt = mokew of i 22pa AmM 2qa Gabwiw014N Moon P-- 22 p Awup Ups Gatvadaed MM some Pwtea 120MIM& No Yes YN WA FWds 0gwbTar0 of &Mh9w to Prof wWm ROWASUon Btildirng Codes r1d SWdsrde Product Approval Appiketlon DeW peps l d I /Sams Flonide Depwbm t of Business A Pmbs tonal RepAsbon BLikBrp Codes and Steedrde Product Approval Applowdon DdeN Pape t d t !ems Flaild DepoUnerL of Btabness d PM%UW W Repdatim &tddi� Cads end Sterewda Pm*wt Approval AmUcedon D" papa t d t lama Flmide Dap mtm t of Businw & Prokwkrnd Repulelim Page 1 ore Buikanp Cade and StenlrM lassos Prodlallt Approval App kodon DOW pat� got no= nab FLIP goPabO 20 PLA� ROM Alan 20 Nor g Lbmka go aft 21101 mlLK gal Fret FdLbm t1 20 PLtl 1111 Alum gd Nor Nlkh ba 20 mt MIUIe NEMi1as gedr aMrrtaMM mdol m ma imb URANNO Ao omm am& mt glide INSMIN t on" IAI M L&Lk ML MMMMMae 3o MOM tlGd■mal A■Ms1 Loa me Viols mumb tat gorot brewaitMos lL UMdt Y110rM somr DG.amno Ammo rile, me glom Emdoom smoMM Bo orAUl Mddlkw t MaLMtML amomom !!GA■■o hmmod arbor I%Wbn 2017 nW Owk tp Comporms Grow ba abmdLmb I0CEva k AerviMLLC WON Raton, PE aW192017 00m m7 0/212017 Appraad Raven 2017 I1W 00" Caneonrn Gtaw ha. atmdLwm MCC EVWUW nBwbs, LLC vaMwn M. Ranwl, PE 901192917 01d12017 00212m7 Appoad rbVMM 2m7 nw Awom Conpottws GMUP htt 9padLI09a MCC Ewluabon SWAM LLC aarwn M. RonWL PE 06`19=17 094g2m7 0101=17 Appall RWA*n 2017 IIW Batanp Canpaada Gasp tor. akwd Lwb ICC Etwatat SWIM LLC WON M. Remo PE OW92017 aWW2017 00212017 Appraad ab9, abed" t.seatars (647) 91644n (4M 061.1917 cabawy: Stmm:ral cwowms (W 911-0471 (407) 96 ASIT CabpaF Bt. (N7) m6A473 (407) aN-1m7 Catttpanartb (147) 919-0472 p07)181-tm7 aliCabpor. True Pon duabaMgaM.00m aWa"wip. Trm PMM eav4a0aptalw.eam Tfum Plan etd0alaewy: flea plebs daabMapYa9v.oan 01t11GYpay: Tow PMIN .Dom Compewae Mel" Evdntbn Rapti ado a CaatP..w Metal Evabdatt R� hom a Cseeww WYtod EraMtatlat Mpod hen a Cawtmrw Ilaetod Evabrllon Ryad hotel • Prodad EviMlalbn Ently Prcdud EWANdon Only Product tiviMrdbn Edty Pmd d Eaba9ott Edo' 81MdlBl gl9iMM aEUMNENENgmdk gnomLanimb grLkl ammoc m hmmm kft low 200 gMktAM aammohLllt Aep■MuMLw dust 210M gllkfAW 62monc um annomda va IMMM Nell■ SIMkLariomt annuaLkLga hmmmd&Lum Mrs awn AKE bokoUbd&JkmbKMLNMEMiMgodorla gogmUMOduLM atlfeJi 21hmLmaa auk" Shwa Sea! ssubmu akdom1e ha Hoe gommL� anwo GSM■ ka! EmasLooddikuhmaLom ImaNL lambs RouvAimbaLgo inWAC g dkhw bubm !Moss 121a MUM EMONLREadow g gmubm abaga 101110m RONAI dM BONN ftM 1 nW BCWAWS HVW AYwt" (HaaWp. B) Mad Ctamaebr Ptea 1T/512002 Yee Vs WA WA 2 IIW BCGN1eha NMt9a Plea Mew Canador Flab 12*12a22 Yee Yes NAA WA a rrw ocaws*w Trda Mao Catvamw Plea 12/d12022 Ys Ys WA NM 4 riWBC wow Waa Mdd Cowadw Pho 12n3V2022 Ya Ys WA WA &UML� UMNLGduo :ENLglma t3A im am BE IN" omwhd a FWMn 2017 drrok W4U*i .W4 Cele9ary: atllaaaat Caroonwda MlOda9alr. Tow Pbbs Cwepeww Mewl Iw- I Rapti tan■ pradad ElnMNlon Ede aAuuALBagm Awn 1 MIS" FWlds Dap Meat of Business i Rodesimal RepLlM m Bttadbng Oaks end swdwds Product Approval Applkadon DsW papa I or I Immis IOWA 20 For BmLbo" gd 21 r l NINKAM ML miumom Vinod a1LMMM LBGAMMO Ann" JOE DMOvd MCC Evehimm ewnn. LLC MCC evoiwbn swWn, lonW2017 1WINWIT lQaN 17 Appoved (214)111.7410 LLC. dwrlMlala m (209)199N00 BMMIAIM■oM aMMuiir.NM ae�LM IMaM Era imeoMMeMlMme>atL InlaaM goYtlOali BraMMt Ea is 9L agar hdt cereal tub aonneabr phb mN12024 Yes Yes WA NIA !!ASUIP-010 got mt Mboa mmid bin PA we 2017 Monk hulu tilt tor. 016920r. 9111WAad Cattpawtb aabomems" .7rm pae" Compeww Woad EvYrYn Raw tan t Pmdat Evslaean Ena MA 2 Mt 11 Florida Depsrb7ant of Business A Rodssionld Repdstm Bt ft Codes and Standards Product AWovel Ap Aostlon Dedll Papa I a l twme Imam go ISO DoLbom go Smoot leMMMialo MINIM x d111M aubmw l7GAamal how" am DOW Wed ICC ErduWon Swan, LLC ICC Eva JWW Seraa. I&IM2017 IWIWA17 tarJM017 Apprerad (21h 191.74E U.C. dawlomLcm (200 816-000) gMuLas howAl1LII1 AUMMIOLNM 1aodM soma B26ELREMON gookELadmelLaw In was 2dwamaQ memo B■Ma 169m.kmoorAdcrOmbe otairm9 Yes YM NIA NM Fla DepwVfw t of Busblaa A Ro%nW si RepMm pose t a t BUMV Corks and Ste derds twos Product Approval Appkadon DsW dAtlR4u ads Asks 20 go gdLbldm bk m! "Pales nomb m gedM OdUKAMp Y100 111E 1Id1MM seek" BIIIA®Ml ammud MEL Revbbn 2017 M1T4k btdpabs, km D"WM ICC EvaMw Swvb LLC ICC Evska bon Servo. 10mowl? 1WIW2D77 1W422017 AppvAd Caareal'skok-0 Cmvaats (314)8517410 LLC. $L*Cv" W. Thw PYbs dae11al l own (m amew complamem Wets! emAmu nRkpod hums Nadal Ev*AGM En* gMkL &ri amm1daLum aMMOMdALMM b11LM DOM MossPradlot Demoduffign RWIMKEN*MNLQW in WAR almmL aaM jonm EMMIa a arrl*o ts9Lfth a6attptt huseaaaelwpbb (Ua202a Ys Y4e WA WA !SN"Aft Mina! in Imam OWAMMMt PA mm 2m7 wrok keapmm b0. Cowin. sbttdwel Compaanb 6ttbala0wy. flan Pm a Campam" MMltod IwAndon Raw ham a Pmduet Evabaat Eder BGMLIb Nam 4 Mi20 Fonds DgWbrant of Bu iass & Piobwft W Regtirlon Bltddbp Codes and SWlderds Pm" Approval Ap kAtIon DeMN Papa 1 d l Iadma BEIIL9L go g1L RoLbibe ON glow !i■MLAL M mdod t Vino tBblm H62MMMI ARMEN aloe DOW Wad 10C EWMalm aw m LLC ICC Llwbeat SwNn, lonemy 10n92017 10222017 APPtoaad (214) $61.7480 LLC. daall0ltatlaan (219) 9994130 2 MM LAtroMs AM UNUkJ s AMANAAbL E a■ell eda 20 SL ales awrAclw plea mID12027 Yes Yes WA WA FWds De WW" of M mass 6 Robo onsi Regudtlon Buddbg Codes and Sdnderds Product Applovel Applkabon DWN Rasa t a l twins Fkrids Depemnlent of Business A Rrofeseiorml Regdelon Buil ft Codes and Standards Product Approval Applkaron Defall wp. / a, !cola Flakd Depadmr0 of Bu*.m to Pm%ss1cxW Regtd&dw Budding Cods and Sdndwds Product Approval ApOkavd n DahN papa 1 a t Imms Florid. Deprbrard of &mm" tt R'ofiomW Remubbm Budding Codes and SdLllMrds Product ApprovW Appftwb n Deal papa I of I taama wa1INFAA sub Mom Fri goo ■ LD OW 21k Mom Amem 20 20 NbPMbs g11 Got fekLM FMt gd 2 Mboms FMt 1lmlwA l gm AMBl1L 2111 21K FMLGIebs gM mL led a 1MWLMMt gMMM b soLLL ®L1 11LdM11LlaL Him" arrMMM 9GA■M1M AMmML a" m1 MMMs M MdEINK gold; ldmKkLig Me N digum Mlulrl foMMkM MCAMMMI aL®o glen me glom Buldmom glow EMdUKAMp momb MI xW f1LMkM arLA®sl Aeemd mom mt MEMO MMria■L on" MuMML LMMM viols" Y.fe110 2,60 l a lgA■mo anumm awn me 1* 2017 lark haueal W ba DMA W4d = evsk" t awls, LLC loc EvYa9wt Bwvba, 1WIW2017 10/102017 102=17 APPWM ft Ido 2017 NIga - Rn estlwb cc Ev *mm Swom LLC - A Rorimtt, PE 0/222017 0100=7 07A92017 Appord PAVM n 2017 W"Wh W Rob, - - -a MCC EvahWon SwvWo. LLC ' A Roommm, PE osam17 0920=7 07A=17 Appaed Lbvbbn 2017 Nhywlasuew Rob AeMlrb ICC awmeam awka, LLC imm A Rw~' PE 01212017 0/202017 0710=17 Appmw d CdWr.. aatwad Cattpwanb (214)191-7410 LLC- r 1 9 15 sbtaad CnOonws m a24147s P)01) SM1344 $39-1344 N scie"mr. Thw Pmu dawlalmttam mm awam so cala9wy: Er 01 Leaser OubOebpwy. F .' , . d LtanOr Ra0wl.SddaktL)aaywM GWAMB W. E+abmW LwAbw Roban.Bddl newrje n CateWae tasted EvYleott RePdaama camplem" Woad lvehaaom Raw*0ma asaer.00nt Rapanimm a ausw.00m amPYme Metatk EMMYtlall Repdpam • elrw.mm Pra.cw EnM1100m Emir Plodtd Ev@kWm Ewa Pradld Emkod t Eno PtodKt EViMleaon Enla B AIMMALUN1Mi pg113qnz9mmk gMkLaIMMOM a1LmMabLum hmanimm bud 200 aANUALEmink QMBLAN t aaMMLwim aaMMLB[um Mod gala 4MkLa■MML ammoLIOLum ammouLkI n a■st MMd 9NOLA o aseMstaLu a ammoollMlMs Roo gift lass bl&WJUOLNNMhKALUM amiolasdcta goomicabosam In mum gbkkm Q BEhm fellow LLa bmkNL2mddm f wgM In HMO gumLJ anM E� ease AL CeblMgaamn guendemkowago In HOC 21MOIM BL1WM ft■ faf 20$M zmboagb rafaQ 29ddL M BONO E9ss a UT20M 209L hql ataattph pas wow pleb 0111011m Yes Ys WA WA t Merakm LYL Ladldad Vwttar Lmrbw 02412019 No Yes WA NM 2 ParaLen PaL PaMd SYad Lumbw 03212mt No Yes WA K% a 7MrewShattl LBL Latdnaled abod Lumber amir m9 No Ys WA WA WMYAMML I fooMlQNM ■ ALgdMOt a mmLgd LaL ..-a N N O� o- C o 0 .� ca U n- c O O = O O a) 0 E O .w -0 L a�t� cu Q CU -0 -*0- .c�.c/� VJ i..! Q Q Z Z LJ YZ c: 0 cu -t= 0 cu O L CU CL Q U 2- V m 0o W Q Z Z Q J a_ SHEET N0. PA 1.3 r r