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HomeMy WebLinkAbout3071 Kresterbrooke LnA.B. Abv. A/C ADJ. A.F.F. A.H.U. ALT. B.A. BF Bk Sh Bm. Bot. B.P. BRG. Cir. Clg. CJ Col. Comm. Comp. C.T. D. DB 9 Dec. Ded. Dbl. Dia. Disp. Dist. D.S. o D.V. r D.W. it Ea. E.W. N Elec. N Elev. Ext. Exp. FBC Lo Fin. Fir N F.G. Fir. Fdn. Fir Sys s Zi ABBREVIATIONS Anchor Bolt F.P. Fireplace Above F.O.M. Face Of Masonry Air -Conditioner Ft. Foot/ Feet Adjustable Above Finished Floor Ftg. Footing Air Handler Unit FIX Fixed Alternate Galy. Galvanized Base Cabinet G.C. General Contractor Bifold Door G.F.I. Ground Fault Interrupter BookShetf G.T. Girder Truss Beam Hdr. Header Bottom Hgt. Height Bypass door HB Hose Bibb Bearing Circle Int. Interior Ceiling K/Wall Kneewall Control Joint K.S. Knee Space Column Laun. Laundry Community Lay. Lavatory Compressor L.F. Linear Ft. Ceramic Tile ILL Lintel Length Dryer LT. Laundry Tub Door Bell Decorative Mas. Masonry Dedicated Outlet Max Maximum Double M.C. Medicine Cabinet Diameter Mfgr. Manufacturer Disposal Micro. Microwave Distance Min Minimum Drawer Stack M.L. Microlam Dryer Vent Mir. Mirror Dishwasher Each Mono Monolithic Each Way N.T.S. Not to Scale Electrical Opn'g. Opening Elevation Opt. Optional Exterior Pc. Piece Expansion Ped. Pedestal Florida Building Code PH PHONE Finished Floor P.L. Parallam fixed Glass PLF Pounds per linear foot Floor Pit. HI. Plate Height Foundation Pit Sh. Plant Shelf Floor Svstem PSF Pounds per square foot N 08-20-15 co 12-08-15 a co 0 REVISIONS 1.0 NEW BASE PLAN P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine TB Towel Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window Typ. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof 2.0 FRAME—WAL REVISIONS 12-22-16 10 Al B1 ELEV. REVISIONS 01-04-18 02-21-18 t C IFM- :011IM11 11 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN 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 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 5.0 ADDED GRADE BEAM 150 MPH ENG. REVIEW ®ATE --I � -I q Li i T OF ZEPHYRr PLANS EXAMINER Y WITH PsieVAILING I CODES FLORIDA bUILLP141,41 E •.�I�t„ I NATIONAL ELECTRI" C,` f, A Al11 Tl..t� r"Iv'`'� 'A— _t=rtiY 1ZHILI.S ORDINANCES EE 114 ISI lqtsm 2575 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. U') 0 zco o to z� z Q a z C V) U � w O 11' T e ao U � rNi ch W ■ C f6 M 0 _ U M1L2 0 Q rn 01Ci Al1 N C B D C Z T'I,- Ing •P AID-0 i � To the best of the Engineer's knowled 'formation, and belief, the structural plans and specific at,ons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 � n I> -IV)MO M Q to (0 LO a cn•Ld' Q Q)LLLn a .-, Z Q CO Z E Z W J d' Milli z W� zg f� �U Z J S T U, Q u S Z Z LL A '' ^` LU Q Y ! N e = Lu � R6 0 UO Q Z r-Z0 gn w Z Z � P O f. T m � _ 'fig Z ¢Z 06 •--+ a cn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5nO SHEET NO. C S 0 9-1 v 0 a LO i N it I 00 E TYP @ 2 STORY J S6 H.B. iv N = 0 5-SH 16" DEEP - - D P----- N s3 F — — — — — — — — — — — — 266 BY — I 24 244 REF. 2x6 WALL I I 50 I I I --- —-----1 -0 268 EOPT. KITCHN H1 o I I I I I I ADM 3 8,_8, FL.� T �,LG.! I I I tv o Till I 0 I I CC I w I I 3 35 36 — OLu I I - tI_J I 1 r-r Lu 0 &----------- N - LLEDGE — OF SLAB " I NBEYOND WALL x I I 4'-0" 6'-2" V-6" 4'-8" 20'-8" I I I r 2 CAR GARAGE I I I DINING ROOM 8'-8° FLAT CLG. PAT I Oo I I I 8'-8" FLAT CLG. I I I (D 0 CARPET BUILDER TO PROVIDE I I I I I I o 002 _g" APPLIANCE PROTECTION CO o WHEN REQUIRED PER FBC I p I I to 0 (3)2X4#2SPF W/ I S3 I I L - - - - - -- --- in (3)16d TOENAILS CC (3) 2X4 #2 SPF W/ N BASE S3 (3)16d TOENAILS 4 (3) 2X4 #2 SPF W/ W. H. @ BASE (3)16d TOENAILS @ BASE -- ------ TYP @ 2 STORY CrI XI _ FOYER (2) #5'S J 0 01 g 0 0 3068 i 8'-8" FLAT CLG. S6 LL Ui I �' TILE B I Q 16' 4s" 3'-8" 6 3'-8" i. 3'-6" 6 6'-0" '-2" ' 1 TRY FV 2068 B.F. — — _ HDR AT T-4" — _ — 8'-8" FLAT CLG. 5-SH °O T 2x6 WALL _. (2) #5'S _ FR I N i', A) 2 �� G N o S3 � pl J _ (3) 2X4 #2 SPF 8'-8 FLAT G.1 , FLEX `� 7 FAMILY ROOM W/ (3)16d 8'-8" FLAT CLG. _ TOENAILS @ 12 CARPET I O 8'-8" FLAT CLG. BASE - -- P CARPET 42" SLOPING 11 N HALF WALL 10 FLOOR G.T. -- -- _ 9 I io Q, 00 _ __ _ _ _ 4 5 AC PAD AC PAD I I I 1 1 I I I$ I I I IUp h6Rl I I C111 M 3 TYP @ 2 STORY I S6 I I I I I 1 I H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d J 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 251 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 18 X 50 S.H. 15 20 X 63 18 J X 6Y j S.H. 16 20X72 18jX71j S.H. j 32 27 1 /4 X 26 26 X 25 S.H. 433 271 /4 X 38 j N/A S.H. j 34 27 4 X 50 1 N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 1 X 38 tj 36 4 X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 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 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED- EXPOSURE "C" K +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +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 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "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. 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) U ao) z� Q a z tJ7 U' -J w *U — 0 LLJ Ch E U W ' ~ Cl) C RiLa -0 Cl) 0,9 N U "w moo 1i11Ltyff( N ' ¢ o Al1 " `—" , o � ';. 1�/ •• G o Q ���h • 10 II-4 N LL LO c9 6� ca N���\ us In N< 1l 111 t 0 O U o U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< O O Z (V O4a)I-, 00 z t/-�t (n M M Q U 0 C Ln LL Q ^ oC U- � CL '-I Q � z�M WJ l00 z za a I— �a� �?OU 1;7g Z OJ a L Cr g 8 zz 1 ` 1) Ln LL 0 ,d U) z 9 = °' o� . pz 4 �QLUo Q Z 912 J Lr) r� z LJJ ZZ a z Z 0 *k m O 06 Z j W �00 o '.4g LLu SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5w0 SHEET NO. 1.0 C d a n L0 N m 0 J N N a 00 0 0 co TYP @ CORNERS U.N.O. R&S EGRESS r------ ---1 J O cc SURROUN I I TYP @ 2 STORY I €o W.I.C. BEDROOM 4 P 3 D2 18'-0" FLAT CL 8'-0" FLAT CLG. BEDROOM 3 6 UA Cal" I rn 1 CARPET 00 u 8 -0 FLAT CLG. U) CARPET uj = H2 D2 cr I °C I ROOF G.T. TIL _ _ 7 _ - 13'-0"— — — — �7 — — — 11'-8"tl F, iv 6'-5 2" 2,-4N 0 4'-22' 00 G I TYP @ 2 STORY co J S6 4068 B.F. N �' I I N 4 `'' =w (o p w z v: m -� 2'-3" > 4068 B.F.L 19 N 60"X36" SHOWER _ 'A-- — tD _j a0 - N — — — _ _ _ -- FIBERGLA _ R&S 00 N 2668 — — — — — — — — — — — — — SURIJOUN N 4'-0" 5'10" 6'-1 5'-4" 2N 2668 13'-72" M j o Q coBEDROOM 6 2 Oco � ri 8'-0" FLAT CLG. 24138 I Q a fLE-I -28 R N I ATTII�' CARPET o 8'tLATCL P 10 L-----� Cal oo lJ - -- O OC I 00 TIE I CO I o I co I m n I Ta� SIM. I Fill 0o w/ (5) STUDS 3 -8jN -�N 2' 4" 6'-10' 2868 T 5'-4" 2'-6" i III 16'-8" in 4'41N T-72 14'-8" OWNER'S 6 ti 6 SUITE R.A.G. I LOFT 15 = _— I H3 D2 � 0 O 8'-0" FLAT CLG. CARPET 17 I I I 8 0 FLAT CLG. H2LO (�2 14 — — — — — — — —� ROOF G.T. — — — 13 _ _ _ I I — CARPET — — — la =O co t''� coo — N W I v t" I I 11 z C7 10 I � u _ gl 9-- TYP @ 2 STORY 1 1 1 2 I I I 1 7 -- I8 I I¢ TYP @ 2 STORY F_ S6 :- I I I I I C14 U J I I I I I I I I I I I I II = II S6 J_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI t (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 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT `* SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20 X 38 j 18 J X 37 i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20 X 72 18 4 X 714 S.H. 432 271/4 X 26 26 X 25j S.H. j 33 27 1 /4 X 38 J N/A S.H. 434 27 J X 50 i N/A S.H. j 33 N/A 26 x 37 1 S.H. 134 N/A 26 x 50 S.H. } 35 27 4 X 63 26 X 62 1/2 S.H. }36 27jX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 112 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 j X 72 36 j 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 j X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 +26.6 / -28.0 O +26.6 / -32.2 O SEE SN SHEET O 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 +34.0 / -44.8 WALL LEGEND i11111111111unm 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 FRONT ENTRY TOTAL AREA INSULATION REQ. 427 35 3046 - 0 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-11/13-13 KRAFT FACED (GARAGE / LIVING) zco z Z Q a z L/) 0 w "U — w Ln T ru U m w F— �'n c to Cl) 0 G N Q rn � o A 1 IBID. *11D � N •,, �• N J LL Ci LLUI Z nCD <. A Z� LLWN <tf!!lilllt o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 0) N > (,/) M C M QV) 170Ln °' 'L n tin Q Cu 0 In LL z CY U M Q z WJ Z to z w� za dZ80 WWO z�z z wZ oCf..3 1� 'WW�uF_� V N > Lr) Cr_ O '8 z Z f� 0 v, 3 Litt LL O 0 0 z U = N �W 0 0g u3l aLu3 Z�o Z w Ln a J rl IiJ # N Q Z Z m 0 NC � 00 Z g w a� f SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5n0 SHEET NO. 1.1 a it 9 'Z a 00 2 0 x w 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 0 MIRROR O 0 0 0 ELLI - 4 17, KITCHEN ISLAND PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH OWNER'S BATH O cM 4 N 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO U I LEDGER 9 Z 2x12 HDR. w/ (3) 2x STUDS AT I EA. END FOR BEARING uJ U I STANDARD (3) 2X12 o STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. LO i 00 1,41111 8'-54" PRF-FNt, FI Or1R .InIGT W/ 191 KITCHEN INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING to conform to Edition (2017) section R311.7 SCALE: 1 /2"=1'-0" Riser height: The maximum riser height shall be 7Y4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than %". Nosings. The radius of the nosing shall be no greater that V16". Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Y" Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y2"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with''Y2" gyp. STAIR SECTION SCALE: 1/2"=1'-0" ,. 0 zo —80 z a U) z 0 w c6 0 T w O � ~ E can ca Uc, m o w th c to ch _ i C) 6 Lf.. i70 `R ¢ `T Q o All B D. " ,N i 0411 L-�- DIU tM fR M V' �` �1 .. ' d� L E '•N LL 'P S> 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 >-t(nMO M Q 'gyp Ln 0. cn•L�t a ° LL 0 U, Q 00 a W Z J� J Z za /� O�U z }jai V � OOW V � W iZ® Nzz , M zo O in 3 OU .a �W = Z �oFoo igg F - U M N 0 Q d' aawo Z ^ ri Ln ..P J W W ¢ LL H N ¢ Z p Z U Z z m O g z ,--+ a U) SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5nO SHEET NO. 2.0 MIS r— �I a co N 12 5L,,­7�,_ F4 T.O.P. a -- HDR HGT. SMOOTH TEXTURED 11 11 2nd FIN. oil EEO 11 12 zz::::�5 FRONT ELEVATION - Al a ; DECORATIVE SHUTTER ------- T.O.P. __--_-- HDR HGT 2ndFIN. FLR. ------- T.O.M. �. HDR HGT.. LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" F.FL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLONANG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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 / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. 'Fomula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Dock -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed zC z�z a z 4--J w O LU EE Cn � U o m 9MM 1..1..1 ~ C t0 -, O O N U =LLB inn O0 N.0 B.D C rn Op 5g�, cl z iz < LL W a E S S1 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 O z cV 0 0) N >�f�00 M a M Lf) 11 cn•Ld' a C LL C e\ F— _ V CL � Q E 1­0 z f0 W J Z w za Ei5 F z �M 48,0 O Zww OS 2 i QW w �FF J WC U ~ Z ^i W Ln W g� < U z A 'L Q 1` F o N 0 U = Q H :z Lui J C8r-4 z 0 UJWU3 z SSSW 00��� a UJI Lr') I.LJ W X a C)z z _~ 0 (-4 06 Z g LU = 9 LLI SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5n0 SHEET NO. 3.1 a E�0 MIS At. fV ti •'100 00 M� A. CV ti 12 5� 12 �5 2nd FIN. --------- - - - - - - - - - - - - - - - - - ------------------------------------------------------------ -- FLR. CJ /WEE CJ /WEEP T.O.M. -----------------------------------5-- —------------------------------------------ -- )R HGT. — — — — — — — — — — — — — — — — — — — - ROOF TO BE -------------------- CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. REAR ELEVATION - Al SCALE: 1 /4"= V-0" 9' RIDGE VENT 12 5� T.O.P. HDR HGT. 25 SH 2nd FIN. _ _ ----------- --- ------------------------------ -------------------------------------- FLR. T.O.M. - — — — — — — — — — — — — — — — — — — —[—I — — — — — — -I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Fz__0-1_ TEXTURED CEMENTICIO IS FINISH ON C.M.U. (TYP.) F.FL.------------------- L-1-------I----------------------------------------------------------------------------L----- 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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLONANG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Root) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (file Roof)- 86.25 SO. IN. OF NET FREE AREA / VENT —Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of UHagin Vents Needed V z�®_ � z�z a Q) C 4--J ULJ f� 0 •U — O c E 71 � I.—m U o ti 04 a CO ch lL, W ~ . . " O O" _ U L lL co ��o Q rn �i Q o Al B 1 D. N C B•D C Y:,,� !u N z 0 W� W: Z M Z Tip ••44 FES �����f!lIIIIII Rom\ 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 O z N o w �>LnMC:)p M QU-) ML(') .0 a z Q �Lf) (:' M oC U Q • .1 Q 0000 c z f0 W z �0 Z w� Haa ~ U O�z �zo�v Ilu Q �fl�8 W " �,® J LU gz DC LU ID Z 1 n W o N z U = CrLU r O u LU � 0 8 5 bcC28R � u a Z ^ $ go W J 6i W a 12 di 2: Z O Z Z 0 N (� 00 Z UJ i a W rn ,--t 0- cn SCALE : AS NOTED DATE : 3/19/2018 TECH: M]AM ES VERSION N0. 5w0 SHEET NO. 3.2 3 _ 0 N N CO _ Q LO r\ LO o: v x 0 N N 1 00 it a v v s v a N S r7— is O C J 0 0 U y i U N e Go 2 1 iv N N � � 1" VARIES "NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, 12� TO BE 2OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ^ iv3/4" 1" CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS V- " RADIUS a aDETAIL 1/2" RADIUS 1" 4" VARIES VARIES r rla ,,� CAP N 1" 1" 1'-0" V-4„ = N 2x 1 1/2" RADIUS VARIES VARIES Acv T 1" 1" 1rr 1„ 1,_0„ 1x 4" 3 ' 4 Mlv _ � riv 1x 1x r � �j'- 4 �' N � 00 ^N 3r,„ T $x �x 4 2" � - Ak o71v CO VARIES 12' Zx I" 11"I j 3 " 1" 1" 1,-Orr O 1" 2 1/2" RADIUS BASE N BASE 4" Fir ACV 11x 'NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1° DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2^ 2" EDGE OF OPENING 2'" = �N _U 6" 1" 1'-4" T 1" io - Bret ' 1-1/2" THICK 1-1/2" THICK _ 0 r tN 4" 10" 2j" z z Y a) - 10" _ N iN is M 2„ CV 2- 4" 3r, 2rr 2- N ^M 2jx 1-1/2" THICK �LN C 7 a 1'-10" 14.1 =v Clx J�� ��2r4x ,r 1,-5„ = 00 f43 1,4„ 3rr N - 54, �x 12 4 VARIES VARIES U, w 1 22' • VARIES VARIES r4l" Sr, 1„ � _ _ -------- i•� ; I 00 _ j ZD ^ ,� 4 T - 1- 1 _ N CV ZD v R44'ry z M KEYSTONE F11 0 OPTIONAL '- ' 4" GARAGE DR. OPENING = KEYSTONE F11 00_ rn OPTIONAL 3„ 4r, 4" 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES f2" tO 00 1" _ � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH • FOAM/AM/ EPS MATERIAL IS ACCEPTED T-8° 4" T-0" 4" 10 " 1'-4" 101, a11 1'-64" tar, 1SMOOTH _ CO o N 12x 534', -12' 54' b1 1 �" - -- N 0 x ZD N tV OP O 11 MM� • 2 <V� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH zo — o z z Q a z C C/) (9 w O LU E E �f U Eo — U 1," th La Cl) O O N t; do�v �o < CA Q O Aj- '�v f0 m crNnnZ C'r! C J LL W �as.� ��� � z 0 mS51 0 m m o7 BNB J� o LL W Qy� N ¢ Ci V OF 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. O O Z fV 0 �>-IU-)MO M Q � M Ln zL Ln Q LL CL �1 CC U fl. Q 00 z E W J 0 w� f� c�Zoo OCaU ZdLLJ !�w LU u L Q f z CR L 0 fV O LU = LU F-- Lu� 8 US �- X ffiw a� z ,--I u g LU JLLI Sri � I j.j Q 05 Z V Q LUH N O Q Z Z tu g&Z m o ZLU g N � SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5nO SHEET NO. F1 1.- Q a tb E x w ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 00 x14 copperto lights & outlets NEMA 1 10 # 12 copper to 20 amp ckts 2DO AMP 00 #10-2 copper to WH 00 #10-3 copper to Dryer METER 2/0 or 410 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station 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 DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O 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 _a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 Z o z z Q a U) z 0 l^�' /0 4WJr w �V — O � N� rpE�j f^ v •� ~ V U N M Q O m 04 1..1..1 � ch C 1M O O CD CD _ LL co S. CD Q, B D. *I a, t; ZW r,,,Z�Z U):!:::z c M N2N.�3 c W LU l.L a W ¢ C WE 'Z f Ern d LL mC1 to W m.4N N _j o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z " OcuI� o->U.)MC M Q U)flDto < Z U 0. 00 Q Z E Z M W J � �Z W Za UZ�O OO�V CL Fs�z J Q 2 Lu KLu0Ln 0Wf8 U " Z @ L LL } O � Z L � LU J to 3 Q) L ^ / w N CC O T W 8 0 J U_ �Ro $ P 27 W J j fV � Q �aaa a Q ce Z2 J ,--I Ln u. 2 Z o r-I LiJ Q Zg N # N Z t m rn r 00 4Z J TW i 00 W V-4 a cn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO- 5n0 SHEET NO. 4.0 I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA 1 200 AMP #14 copper to Hghts & outlets #12 copper to 20 amp dos #10.2 copper to WH #10-3 copper to Dryer METER II 210 or 4/0 SER Alu 200 amp 150 amp sconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FTF DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. 10=4 HALF -SWITCHED DUPLEX OUTLET o SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET N F WALL SWITCH 00 3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH to NR RHEOSTAT SWITCH it CEILING MOUNTED LIGHT FIXTURE d LED LED CEILING MOUNTED LIGHT FIXTURE o WALL MOUNTED LIGHT FIXTURE J O RECESSED LIGHT FIXTURE N `IP LIGHT FIXTURE WITH PULL CHAIN 00 c --- TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Or EXHAUST FAN/LIGHT COMBINATION Q ELECTRIC DOOR OPERATOR (OPTIONAL) i CH CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL) oSD SMOKE DETECTOR `v CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) L` ® TELEVISION (OPTIONAL) 0 2 ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 8 O THERMOSTAT 1-1 .o ELECTRIC METER i en ELECTRIC PANEL _R& DISCONNECT SWITCH 00 ® SPEAKER (OPTIONAL) N \ ^ ` ' t i ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT RECEPT. I I I I I I I I I I nnI UPPER ELECTRICAL PLAN SCALE: Y4t=V-0" UI z CD— z�z Q a U) zCZ V) c D C_/� (Dm Q V — O Lh E �V) U m N M w ■ ~ _ M t7 c (012 C-4 O o C, LLL00 LOE� <Lrn RID- N-C — • N N_ c�pp � N �Zy o o W t` I` Z L, � Q to LL"i z o J Z U_ J W ti 171.9 m W > C ii d Z0�a �or� o mm _I I W < a N c LLZ N U Qo J O O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 0 Z C4 Oa)I� �>—t (n M 0 Z M Q 0 to aLL0--, oC raM a E00 Z WJ � J z o! Wa�ir QZ Jew Z z W 0 Q E, U L N � Z p Z u, 3 /1 LU 2: N cr O W U = O J ILL W o I I- g g N N Q �Woa o- Q �- ^ LuW Z W riSh LJ.I f ts 2 -0 10 N O Q Z Z w1 G Z Z CalONTOLU SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5nO SHEET NO. 4.1 4 0 OF EIE V-0" ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide U Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation 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 53 366 1 411.0 276.0 (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: %4t=1 t-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Root) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of aHagin Vents Needed _zo z�z Q a U) Z C1 ( {--+ w C� o * V — .e O U rNi ■ C',w c m � O O N U. 3310 Iti Q rn �i Q o A I Nc b B D -. � � �lJ � 2YJ N '�Q • �. O°~ W $ .•' 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. 1f 0 CD Z 1714 O NN > (/) M O z M Qf.� V-MpLn to :2 0 aau� ^ H z U a < 000 a z Ev Z W J� J z w za SFm gz8o W �gZZ O � g8 Z GC U) Z a) L0 U)3 J a U _ LL 9W Zo � O u�y�,�LLJ 8 V V 0 c Lazo Q Z ^ gw W .-t t4 Q W Zg a N °° O oo g = �o a z rn 7- 4 a U0 f SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5mO SHEET NO. 5.0 c c d of 6'-0' 6'-0" 6'-0" TYP @ 2 STORY J S6 64" 1. 4'-0" 1. 4-4- H.B. I 5'-0' NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU uj CONTROL JOINT DETAIL. SCALE: 11/7=1'4' ■ ■ ■ ■ ■ ■ ■ ■ O - I - �• ••'� .� U')—#5 CNT REINF. SEE (12 STORY , C (2) #5 REBAR CFND. POR QUANTITY CD I S3 I VERTICALS w/ in ■ : o I I FILLED CELL ' •• r #5 X 25" X 25" CORNER • ' ' _ BAR ONE FOR EA. 'fir �� °' I I I •• ' •• =-. HORIZ. REBAR, TYP. 1 100'-0" U.N.O. qIL JN'3 I I I I I IrM r z I e rein ars s a ....... temate: S3f. b shall be �L J� co r i4" • • • • • • • • • • - • cunt. around corner by cold ■• I ( I I N I - -C J-- I 4 -11 ' I 110'-6- --i- bending the bar w/ min. - - -_ - - - _ -- bar lap of 25". " -- _ --- L� IJ - - N TYP. CORNER BAR DTL. to 4 -0 � - - I I -31/2" SLOPE STEPS E ; , LOW WALLSKITCHE CHASE I —' I REQUIRED PER TO SCALE: 1 1/2"=1'-0" FIELD CONDITIONS ISLAND -- ■: I I I I I 3-1/2" MIN 3000 PSI CONC. PROVIDE 1 Y2" SLAB FOR HERNANDO L I RECESS FOR COUNTY ONLY o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC MASON'S SLOPE I SLAB OVER 6 MIL to 3 1/2, FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE 2 STORY �BARRIER APPLIANCE PROTECTION CC (2) #5 REBAR L — — I �� WHEN REQUIRED PER FBC 83 VERTICALS w/ in 1 FILLED CELL N ■; I -r-CJ I �MfH�--------+—-------� N CD iy o t ■ TYP @2STORY J I L--------- — ------ :■ Cl) S6 I PROVIDE Y2' x 9" -3 1/2" 2'-6" x 2'-6" x 1'-0" I I RECESS FOR FRT. DOOR SLPE W/ (3) #5'S E.W. ■ : I O.-O•l TOP OF CONC./ PAVER TO BE 4" 4 L o BELOW FIN. FLR. STUB U 13'-74' ::::::: :. ■ — — 2ND FLOO FOR A/C G I 2'-6" x 2'-6" x 1'-0" o �.r S3 I ��� t ( W/ (3) #5'S E.W. N o N CJ r 1�� ' r 1} N CJ to 19'-0" , - /� 5 -4is„ t_ �} } INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY } BEAM W/ (1) #5 REBAR VERT , ABOVE SLAB TYP @ ALL PLACES ` C - I SHOWN HOOKED FTG. DOWELS 5" ! - EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" `■; ( HVAC CHASE I `" `"' : ;■ l BASED ON J LOCATION 5'4" L 16'-3" S6 60 0 0-- ■................ ..... ......... .......... �........... �.. ..... .............. ..........■ TYP @ 2 J STORY S6 5-4- 1 2'-23." 1 2'- FOUNDATION PLAN. U Z c �y Z cCD Z Q a U) z w •U — 0 Iti = E C/i o 0 U W ■0 �C- C M Cl) 00 U ni fn a o a S o \li ittf,t'F// AlI NC < o CAI �,�v w "a` O LL g V OO ❑ ❑ 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 NO 0 > V) M CD M Q 'p Ln a cn •8- d- f.(1)LL� d ^ 0C V Q• 00 Q O ..� W Z M J � Mj �o ZZ .. Sr Z Q o480, W ��Z� J w O U C4 F N Qz Z DC z o LU oU N o L.L_ = O Z O Wx �� � 0, a o i� S k N g 0 Q ^ a uj� �ogw Z Z J •-� T-q LJ.1 a u- aLL0 W Q Z Z U wl- N O N Z� Z m O GO � W = w rn T-1 a cn SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5nO SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 145 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 223 10 -10d x 1 1/2" G H10A 134 101 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518" ANCH. 118 10dx1-112 HTT4 2715 51$" ANCH. 120 10dx1-112 J HTT5 4350 3740 5/8" ANCH. 126 10dx1-112" HTTS 3225 5/8" ANCH. 128)10dx1-112 K B * 1 5/8" 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 HD7B * 6645 5650 7/8"ANCH. 3l4"STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 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" Gl 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 1i2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1!2" MTW20 1195 1005 14-10d x 1-1/2" 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 HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" CPS riRri riiri in_ 1(Li CPTJ'J RR�i 4 _ 1lLi rn 3 -v N C N S M O N n n O 4m N LAO O N I x Q in N N 0: C N C C 2 M O J O� N O N I a> c a> v s rn c 0 3 cl 0 N E E 0 x c c c H N LZ v w.+ oC �U N .Q O- d O N M N W -7 �Win Z c Z Z Q E3 a I� Z c: cn w "U - OLL' .12 E � tli ~ U 0 m� W �M M c N m O N U " o fO � o MEN ,twit Ol Al I BID. J TYP. @ 2 STORY G r c� LO TYP. S6 In co ✓j U U U C) U U ��� CA EJ7 CJ1 CJ3 CJ3 CJ5 CJ5 (2) X A7G TYP @ 2 STORY A6 (2) J X S6 A TYP. @ 2 STORY A4 Ss (+ t OR 2 PLY . A3 "0,/ CARRIER A2 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 y LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED � FOR HIP PLANING TRUSSES. R1 f STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CgRRIER T$ AZ (4) INTERSECTIONS. SPLICING / 2 x CONT LEDGER X TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK • FRAMING SPLICING. o MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. A3. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS N A41 N co 1. (2) 12d TOENAILS EACH SIDE OF FLOOR A51 TRUSS TO WALL OR BEAM BELOW TYP @ INT. � BEARING U.N.O. tCi N /A61 r > (4) X I A7G1 PM O o CJ5 N 1 SIM. W/ BLOCKING N t S5 CJ3L EJ7 I M 1 CJ 1 0 49 A `�' �, U U U J TYP @ 2 STORY (4) X Q S6 00 0 j v a E H V) N E O S O C C J N N C%. y�+ (.i v c 0 UI N U N 'O a. a. O O M W ROOF FRAMING PLAN 3 SCALE: %4'=1 t-0" CD 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 223 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 518"ANCH. ! 18 10dx1.112 HTT4 2715 518"ANCH. /(20) 10dx1-112 J HTT5 4350 3740 5/8" ANCH. l 26 10dx1-112" HTT5 3225 518"ANCH./(28)10dx1-112 K H * 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L " 5/8" ANCH. 3/4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 65 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 "* 8 - 10d x 3" JUS26 1115l1060** — 8-10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1l2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 31/2" 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" MTW20 1195 1005 14-10d x 1-1/2"LO 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" WEDGEAl BOLTS "X" HTS 20 1450 1245 24-10d X 1 1!2" HTW20 1530 1285 24-10d X 1 1/2"SE SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 12-10d X 11/2"Uj * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCEIla THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER.LL LOADS -ROOF = L 1360 FLOOR = L / 480 W/ 3l8" 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 ++I (B) B> r• � (A) Z o Z Z Q a '\/ Z I cn w = O w �- o0 y N W C t p M O O N y L LL O OD Q rn �i o Q BID. o W p .� SSIp lElili{il'1\ C) �, � 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. 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, 7/32" diameter wire Stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-0B/1T 8RF6-OB/1T f . © © O O O • O .�'• O O O O 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/11 ° ° 8F20-0B/1 T 8F44 1B/1T8F40 1B/1T BRF40OB11T 8F321B/1T FORM do GROUT SOLID fV Q O W O /5 BAR CONT. 8F12-1B/1T "T LINTEL DETAIL SCALE = N.T.S. no on 12 Cml II�Ellm: F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 7 8F 16- B/1 T F- tNOMINAL, QUANTITY OF 3 WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT S MATERIALS c-iP p�lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 318" 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. oPrestressing strand per ASTM A416 grade cV 7. 270 low relaxation. ao 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5RRAT MI N. CI (1)REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL — ° e O ° ° a #5 REBAR AT TOP O ° M.U. w a° a MIN. (1) REQ'D 4 1-1/2" CLEAR S ° r n z ° GROUT f0 ° J 0 0 ° 4 C.M.U. n 5 REBAR 0 9¢ = � to w ° BOTTOM OFF CL ? w - w W 0 4 °-BOTTOM LINTEL CAVITY u~i - X ad \' 'A o OOEC Q Ln REINFORCING PROVIDED IN a ¢ C7 Z ¢ Z �` o w an D � D — 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL ¢ O �o iJ �o �, �o #5 REBAR AT BOTTO AS INDICATED (VARIES) r~n U) Cr a. ui 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) 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 manufacturers 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 planidetails 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 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING - USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING Q ((1) STRAPS EACH SIDE) CENTERED SCHEDULE � W/ (13) 10d NAILS & (8)14" TITENS c OR i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) 9STRAPS EACH SIDE) AIL � SFF PI AN `r T/VVALL c 2x8 #2 SYP P.T. BASE PLATE d x W/ Y2' EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 0-1 WALL SPLICE DETAIL \I Q / SCALE: 1" = 1'-0" (E)IVIIN. 17'-4" LL O 5'-8" LL k �1 O 5'-8" LL O T-10" LL O 5'-8" LL LINTEL PLAN SCALE: %4'=V-0" (9 o ZCD CID Z Q CN Cl- U) Z 4.. w •U — O � V) E V m N M C., EE ' — 8 in 10 M O _ O U c0 co can 00 �2. � �� Qo Al1 B D. N C B D C w3\1 ,,� �S E - N '. z•oW LU .• o IL W SS,O , /�Rlt�l14111t1\ c, '' 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 EdKion. 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 .Q) � F>•+B M QV'0Ln Ill cn •� �t Z Q - LL Q e-N IIY U p- 000 Q El Z 3 J� W MJ R W� za O2-V w �O�w a O n ce 8 U 0 L z Z >8 f Z L ^ l 1 O � o � N z � U I L � W w QiP UO�-I IlY a a Z3 Z��� d' auuo LU t--� Ln LL U4 a a z N Z Z 2 m O 4Z J � = 'Z w a V) SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO' 5nO SHEET NO. 8.0 00 0 NOTE: BORATEI 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 A PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW ESS E 00 E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE C C LS 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 II 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. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 Nz 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: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5rrMS 402-16 & ACI 530.1-13, ASCE 6rrMS 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, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5rrMS 402-16 & ACI 530.1-13, ASCE 6rrMS 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. A ROOF AND FLOOR TRUSS SHOP DRAWINGS A T SIGNED AND SEALED BY A ALL 00 00 USS S O D GS RE 0 BE S G D N S E 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: 10PSF 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 "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Yz" GROUT FILLED MASONRY: 1 " 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATEDSTRUCTURAL HEATHIN 1 ! 2" EX /1 T SHEATHING 5 3 P 1 OR 7 6 S RUCTURAL 1 U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONSH A B FL I 0 SUCH S 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, SCSI 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 A36136M 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI 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. Irrigation/Trinkler syystems includingg all risers and sprgay heads shall nit be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 C ncrete oKerpo and mortar along the foundation perimeter must be removed be7ore extenor so, 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by 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. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 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 TOR VIEW L E AL DRAWINGS NGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" 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 R MI O CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. V W Z t$ z� Q C1 un Ur N �--+ w i) "V - w E 0 C) W ■ mM C t6 cc12.1 M ooN _ " 00 U Q rn 0.ko A Q o N C a D C Al1 IN 4-& W :u a _2 W .• LLN 11f� ` N 6 'O S S \ O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C:) Z O N r\ > Lr) M C r" V) f0 Ln in O N a�'LL`" a r� H oC U a E00 Z W J� J W � zaa WaWX a0U W wZ z wC LL U % 04 iLU g2 L^ , Z L;z J o o V = F- U 0 LL XUO Q f-4 U W mp � 0 f) z t"�aQ DC ` � o Ogg Z aLu6ti J r-1 X a� z u rn # (V � Q Z Z z i>'i z m rn r 0o Z g LLI = 9 W T-+ a cn S SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 5nO SHEET NO. SN CORNER OF N HOME GARAGE SIDE it a� I �I 0 .31 N I N a 10'-0" TANK -LESS W/H H C G O O O 5'-0" - LO STUB -OUT FOR 1'-0" 0 9 - GAS METER O — 9 o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY'"` RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6A (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE uJ + + + 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x / 1/8" gap i FILL CELL STD. 900 HOOK BOND BEAM w EE a STD. 90° CONT. #5 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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/rJI Tom -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. 2" min. )Small 2" max gap 4 max. y I Q Clinch nails - when possible \ 1) Support back of web during nailing to prevent damage to 77 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - 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 J 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING Ya" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local buildingCE- code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 ptf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists / meet over wall, or wall stacks directly over wall or SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. I blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE 4 IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D Id (see table below) DO NOT cut, notch Joist hanger or drill flanges 6" A 1 2" ROUND HOLE MAY 6" 6n DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1XV 8 1'-0" 1'-1" 1'-2" V-2" V-3" 1•�" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" _ Any 16" joist 12 V-0" 1'-l" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'4" Span (ft) 16 V-0" 1'-l" 1'-2" V-2" 1'-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" _ 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" -- u—'-- 24 1'-0" 1'4 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-0" 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. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. I I I Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR--'°. d .. FOUNDATION INFO a' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 h 0.6 X Joist o depth I I -JOISTS BUCKETS N.T.S. ��C'�',`,'ll NO, ' . i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ra� SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING IN Ir— GL E a pd d A w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d aa. a / av G .a e d SEE FND. PLN. SIZE & REINF. (DV z� J a t� z Cz QJ C +-' w Q "U — 0 w E U w 1 �� M C to to Cn O O N z LL50 v c ¢ � o Al1 B D. N C B D C �X PP \\\ i .� -. ' 'P2 W M a CM � O a L lt1 x .� rn 0 S � a .. Ae To the best of the Engineer's k formation, 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 a(V I\ �>iCn�O M a a cn•�� cu Ln U_ a a/ CL 00 Q � � ra Z W J � o! �a Lu UZOQU Z Q zZZ �w f J 0�t08 Cn U L ® L N o� Q 08 z H a Ln o U = U Lu o� tC"4. o 6 R " J ) I� u�a • N U) a� Qfo Z LL w J Lr) rl w Z U WS N Q Z z *k C)Z N Z m O 00 � 2 a W rn *-t a to SCALE : AS NOTED DATE : 3/19/2018 TECH: M)AMES VERSION N0. 5.0 SHEET NO. SN 1 i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP-) VARIES / 5/8" OR 1/2" HIGHS 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 v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.' - PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" //�SNI ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N 0 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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"x16" 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 SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". E E SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8­x 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 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH d ° 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. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH d ° ° 31/2" MIN. 31/2" MIN. I °° d ° d a ° ELEV. 4-31/2" zOG d d a d 2x4 CONT° ° A.F.F. LL_ [ ° ° •' ° T1° T13�1/�2 11— (i) 4 11 = rrr rrr - — 0 • I I-° _ T I 1/2 (min.)- 4" a 00 ° ° ° oCV 0d d ° e ° 31/2"(mrin4"(31/2"(min. 4' GARAGE DEPTH VARIES ° d _ d d ° s (2) #5 CONT- 9 . 81r (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 _,) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. _00,o co; �M�o S 1��N EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ /- *SIMPSON SP1 (6) 1/4"x3 1/4" 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 w/ (10)10d NAILS = 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR ----� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR " i t GRADE _ , ° . ° GRADE 40 MIN. F = 1x2 PT WD FURRING @ 24 O.C.-� �, z #3 & #4 LAP SPLICE y- 40ksi ao g [GRADE 60 MIN. Fy= 60ksi] (1) #5 VERT. IN FILL MONO OR STEMWALL z �,, A ° FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 0 1/2" GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN p o - _ x U.N.O. FOUNDATION PLAN FOR CLARITY ° o ° — —-----_— °O 6 MIL VAPOR BARRIER ; ° .' I -°r° R 1 7/8„ (_) I I=1 i =1 I =III=I ((=i #5 REINFORCING BAR —� FOR LOCATIONS) . . �I z p p °D 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 w U (L D w q_1 ° 1x4 P.T. BASE NAILER ° III= I = I=III= = I - ? ° #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION ° o _ • NOTE: 3114" BASEBOARD PORT AT EACH *FOR BEARING WALL g — COMP. SOIL. (COMPACTED TO LC, FILLED CELL TYPICAL I—III=III=III—) (1=I I I� T o rIIE W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM I — N MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR 111=III=III=III=1 11=III=III=III=1 I I=) I I=1 I=1 I I=) I I=III=III=I ( D1557) I — ,— N MIN PSI MAY VARY PER TO CUT BLOCK OR POURII1 I =1 I I= I= =III=III—III—III=I 1El I it 11 I=III — 4" V-4" —III-III--III ;III III it l l ;ill l-III-I i i_ — co MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING a LO W1AAvv 14 WWF OR "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 BELOW GRADE N SLAB INFORMATION. _ 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH = 6 MIL VAPOR ► ? min.) 4" o BARRIER ; C ,l i _ ° a GRADE • • — T _ a COMP. SOIL. ° c, (COMPACTED TO 95% _ o MODIFIED PROCTOR co ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION K�A 3 SCALE: 3/4" =1'-0" S3 tz 00 o OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS = PAVERS —v °Q v SEE A/S3 OR J/S6 , co FOR REINF. INFO. 3" MIN. CLEARANCE v 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS N M 4e I . r 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 J CONT. BEAD SEALANT ° < ° Q INTERIOR ° ° -31 /2� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C ° T s° S _ _ N 11=111— I1= rill-1 M 6 MIL VAPOR -__ �'�I I=1 1=I = I! — — — — LR. I l i =1 I I —III- III—i1i=i1i=111=11r BARRIER =1 i l=1 —I —III=1 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 (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. WWF • ' FIBERMESH,. vi: Aw E�nEIn n = ON 3" CHAIRS 36" MIN. LAP 136" MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #5 STD. 90 HOOK 96 REINFORCING BAR #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF_�� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARI SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ' FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO = ° ' SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN _c <; . ° ° . ° FOR STRUCTURAL '' E I- V� m BEAM SIZE & iv 'TH a I ,-2x4 P.T. CONNECTION INFO t) • . ° � PLATE lo 7n6• I I o.s.e. I 2x4 #2 SYP P.T. FRAMING w/ UT MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. w 0 SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL J SLAB INFORMATION. LAN FOR o W STRUCTTUSEE ORAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM `4 & BASE CONNECTION INFO. SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. 0' 0" F SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL a', O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ., W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL = MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS oo ? GRAD a E FILLED SOLID (SEE PLAN FOR _ __ = 6 x 6 W1.4 x W1.4 =1 SIZE AND REINFORCEMENT) C7 ;III=III ° °• I=1 =III=III=1' WWF OR FIBERMESH '- z �_- w El I E1 —III=III=III=1 � � w ° BRICK PAVERS or SLAB PER 00 = =1 I=1 ! • ° a —_ —_ _ - z_ — °— FIN COMMUNITY SPECS `_ — — — ° OOOOQ� � , ���QQOO"000 II-1 =111-111=III=1 I—111=111— FOOTING III III=1 I I —II I�1 I I —II I I I I=1 I I=1 1I- 11''I I I=I I I=III—I I „I I-1I1-1I I=' BEYOND PAD REINFORCEMENT '' --11—i '—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 u, z —o z�z a V) 0 C Q) w *U — 0 LU _N=3 E � LU o0 m �, " w Lh c to to N _ 0 L LL 2 _& Gg0 ¢ C) lido A I N.C.6. D.0 dr IE F�y� o Q <� l w ° LO • LL J� W �' •--• S 1 s S r!I 1 Ike To the best of the Engineer's know e, n 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. O Z N 01� �>-I � M p M Q �'MIn a. cNn•Ln QL In zH CL �M 0� U a a § Z W JCS �h Z J LLJ U � 0 8 ,0 2 Z W III P, � � - R H J $� Q) < � V Z ",� Z DC � Ll') 06 Z o N 0 V � I` Q � W QQ j. 0 g J 51 Z Z g I2E J '� W .. � Z 0 LLZI i; O 06 z O •-'i a V) SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 5x0 SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE --i — — — — — — —I 12 (TYP) SEE ELEV. 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID + + POINT EVERY OTHER ++ + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD N 2x P.T. PLATE it 5/8" x 10" "J" BOLT @ 24" O/C MAX LO W/8"EMBEDMENT N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. I AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90A HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE S 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 MIN. EXTENSION FROM LAYERS 3/8" THICK EACH. 3RD LAYER EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d WALL ❑ ❑ NAILS AT EACH STUD TO DRAIN Ct DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d J� COMMON WIRE NAILS @ 4" O/C EXTERIOR J ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD , SCALE: N.T.S. Sq ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD LMAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 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. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5/8" N N n 11 KNOCK -OUT . x J-B T AT - / , 41-3/4 , 71 ,AND 96-3/8 ABOVE GARAGE NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. BLOCK W/ (1) #5 � ( FOR CONCRETE PLACEMENT SCALE: N.T.S. CONCRETE). ANCHORS MAYBE COUNTERSUNK (BUT NOT REQUIRED) 4 VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4"FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA ) W/ DRYWALL SCREW GREATER THAN 6'-0' WIDE (U.N.O. ON OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION ■.1��CONT.OPENINGS Swirl USS BOTTOM CHORD OR 2x4 LBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR ° ° ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° DOOR STOP PSPN516Z w/ (12)16d NAILS v - z ¢ ° MOLDING TOP �� 2 ROWS 10d @ 3 O.C. (14 ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° — a 2x TOP PLATE v' GARAGE SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 w/ (26)10d NAILS (4670# SPF) 4 ,SPLICE STAGGERED 8 ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) 2-16d NAILS @ 24" O.C. OR DOOR tij� N ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° EQUAL TO TRUSS BOTTOM ° • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) CHORD OR BLOCKING 2 x 6 P.T. r 14 �NJ _ _ • HDU5-SDS2.5 w/ (14)1l4" x 21/2" SDS (4065# SPF) _ HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) 2x STUD @ 24" G O� 10d @ 8" O/C • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) O.C. MAX. STANO PROVIDE P.A.F. NAILS OR • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" 2x P.T. PLATE EQUAL @ 12" O.C. LrA EMBEDMENT w/ WASHER & NUT STAGGERED FROM BOT. ATTACH ALL C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ° • FOR HDU8 USE 7/8" DIA x 12" EPDXIED A T R NOTES: ° ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT wl WASHER &NUT 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SP OVER STUD UD • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. � NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER &NUT --- PORT @ EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK("�K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N BLOCKING (TYP.) ZQ VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 PROPERLY. .7 �7 \--ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT SIMPSON SIMPSON SIMPSON C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG SCALE: N.T.S. S A �1 �7�t SCALE: N.T.S. x 0 J N N i2 a 00 N i a E MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL c K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE y GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE m N I SEE PLAN FOR FOOTING DIMENSIONS IGARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. W a� 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 V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. SEE SECTION AA/S1 _ CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS L-7 PLATE AND BBIS1 FOR is 2X8 WALL ABOVE 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED ADDITIONAL DETAILS SIMPSON ENTRY SCRAP MATERIAL WITHOUT UPLIFT SP1 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & r T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED r 'o Sic p/�VpO1A_ LINTEL 5/8"X10" J-BOLTS �N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE 4�@ 2'4" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR °I MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW 3-ROWS 12d NAILS STAGGERED ° FOR WATER SHED. @ 12" O/C FOR 2"xl0" OR ° 2X8 P.T. BOTTOM P TE G' 2x CRIPPLES @ GREATER HEADER A KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"xl0" "J" BOLT @ 24" O.C. MAX. SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN SIMPSON SIMPSON C SIMPSON (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA SP4 SP2 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR �+ • INTERIOR HEADER: SP4 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2)Ak iod NAILS @ 4" IN POSITION BASE SHOWN ) 12d TOENAILS 10d NAILS @ 6" O.C. FOR 2x8 WALL GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: STAGGERED A STAGGERED 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) �c c TRANSOM FRAMING NAILED INTO ----�1 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. 12d TOENAILS 'v l-1 BEYOND. 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES 71 CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES c E SHEATHING GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE & 8" O/C FIELD S4 CONNECTION ASSEMBLY SEE SECTION AA/S1 AND GARAGE FLOOR BB/S1 FOR ADDITIONAL ..... TRAVEL DIRECTION OF 2x STUDS TYP. DETAILS • SIMPSON SP4 w/ (6) 10d x 1 12" B GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD 00 SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING U.N.O. SEE N/S4 N SP4 • SIMPSON SP2 w/ (12)10d NAILS MASONRY G ** HOLD DOWN RECESS SIMPSON SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL �" CONNECTIONS LINTEL SP4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° a NOT REQUIRED @ PLATE) a a a P.T. BOT. PLATE BEARING WALLS NOTED ° ° ° ALTERNATE: POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E WITHOUT UPLIFT ° E4EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. TO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR S4 PARTIAL INTERIOR ELEVATION 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 U z� � z z� ¢ a +-' w LU O = o �M U w ' ~ mr �M c m R O O N _ 'S U� n^ ¢ o AlI BID. N C B D C .10 •era .� ;E.• = emu: OF CL Rdu 0 E S S O't'� C7 To the best of the Engine6ft rAy6rmation, 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. 11 O z cV 0�N > C) O M Q •gyp Q �LL� >- . M V a 000 < z W Jto Z �a as U 480, Z W 0 K p L fZ cn 3 � o N U = C/) LLI uj ' w {� r 1 ` 51oj J Z a Q z � �fo W J Ll'� r-4 W Z LJ.I 2: Z tu a Z � a Z O m O [N � Z = 0 W rn ,- 4 Ia. (n £ SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5x0 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 wl (6)10d x NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCEDULE @ 24" O.C. HDETAIL TOP CHORD SHEATHING DETAIL FOR SHEATHINGH BLOCKING FOR • FIRST FOUR ROWS OF 45° t „ 24 MAX. TOP CORD BLOCKING 45°t 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 CRO 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 BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d A WEB AT LEAST @ 8'4" O/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. A LENGTH (SEE TABLE) (SEE 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 OSB SHEATHING ATTACHED 10d NAILS O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ 6" 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" 0/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)1Odx1 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 -IN MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S j TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 7 L SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x ' OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FASTENED FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2 RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 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 SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR ^ NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING INFORMATION `� � °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES ;° ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT Zvi "L" BRACE TO EXTEND • 2x4 RAT RUN BRACING ; 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 GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF OSB SHEATHING ATTACHED (2)16d NAILS W/ 1 Od NAILS @ 6" O.C. 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 BLOCKING @ 24" (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 O/C w/ (2) 16d 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) 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 2x47" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3- PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING WI 10dx3" @ 4" 0/C (2)12d TOENAILS Cn 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF z NON - LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 , ADDITIONAL INFORMATION. 0 LN 1 LO N 0 N MINIMUM 2x CROSS BRACING a LO (SEE PLAN FOR N LOCATIONS) (2)16d PER I: JOINT .81 1 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 0 CROSS BRACING DETAIL ri i SCALE: N.T.S. S5 4 °0 12 6.9 MAX. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 2"x4� TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 • . . d II ' ° a • I . ■ d i l d. • ° _ • �I • \ e 1 TI e a a II d •� a 18 • • a • 11 • a • d ♦ �I . • • d Ile ' • • II •• • ae A. d.• '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S PRE-ENGINEERED WOOD TRUSSES S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n ICONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L! ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ 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 2"x6" (U.N.O.) "L" BRACE 24" 0'0" .3141 3'-0" - 6'4" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 Cr 0 a CORNERJACK Y W z 0 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION LO CD z o z�z Q z U)V) 0 (D Q +-+ w (D(Z p •U — U c c/ s U m a,-w i — t° N O O _ - U. :9 c n -. o BD. Boc i N gR0 �1V �e o 'll • [A u_ Z � � fl i oac t9• � ROFESS%W4 ❑ To the best of knqq���1JJ ormation, and belief, the structural p J j�1iiO bons 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 OIL > V) M CD M a (n M Ln a cn •� �t- V7 Z Q LL �M 0�V Q00 < E � Z W J � Z W� Za tY ? ce Lu �ZZ Q Z "9 Z,f 10'. J r,® go z (v I /'1 w in 3 x -0 N o U _ 0 z Q LLu U g he r 0 Uo <�o Q � Z Z � �u aQ J � z LJj 2: Z zo a �g O m O fV 00 Z 2 < w (Al SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 5n0_ 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 PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET 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 ix2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o i 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 LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 'L = 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 X 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 STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) o M v 4"x4" INSPECTION PORT AT N a EACH FILL CELL TYPICAL a 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR a MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE a c co E -tom iv ,e FINISH GRADE I» M • M — - - _ °Q U 6x6 W1.4xW1.4 — — — — . . • :'d :. .. 99 r WWF OR FIBERMESH i' `--STD.90'HOOK ate'. (3) # 5 REBAR ON 3" CHAIR 4" _ (SEE DETAIL) W/3" MIN. CLEARANCE CD TYP 2-STORY WALL SECTIONCN ,1 SCALE:3/4"=V-0" S6 w SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)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)1 Od x 1 1/2" Ux NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T,S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 0 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA, END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS SEE FRAMING PLAN •' . 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"x4" BLOCKING 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 WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( 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 � r SCREWS TO MANSONRY (\Il 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)1Odxl 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 SYSTEM SIMPSON MSTAM36 MASONRY WALL LL SCALE: N.T.S. S6 RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Old 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T 71. d . .� •. • , I t' .. 4' is T 81 I 1J11�- m- 81,1 n CHAT MIN. RANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. i 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM \11fAi 1 rl r\fA'rl^Ki MlAnnAR■ (2)- 2x TOP PLATE d BEYOND I 15137 OSB EXPOSUREI F SHEATHING w x SOLID 2x U) C BLOCKING @ ALL o C SHEATHING y EDGES (SEE OPENING SECTION X-X aU C x w x E H 2x STUDS w BEYOND. W SEE PLAN o 0 U) 4 FT. 4 FT. O O 2 O 2 5 FT. 4 FT. O O O 5 FT. 4 FT. O 4 FT. 4 FT. 0 O O 0 4 FT. ROOF NAILING ZONE DIAGRAM T�7 S�cF Ow N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: a w - -- --- -- --' .-- •—..- -- • •-- ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD � ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO F SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD w g 5, 1- O (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w � } p SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a OIO 0 rn m 8 > PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO z N O U. STUD AND OR BLOCKING AT ALL EDGES. LL y LL ¢ A MINIMUM 118" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" "314 ""S" =NAIL 3/8" PACING _, y44i_ 1/2" '11/2" S • 112" SINGLE NAIL EDGE SPACING DOUBLE AIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. Wl8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. W (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 2112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8. 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. S6 &NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (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 Op N�R�0 �c 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 WWF OR FIBERMESH 4'. •' Cn III —I I —I I I —I I , .. •� • ... a -III—I I —I I II I I .1IIIIII.: . —.: , r M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 (2) (1) (2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 (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 I_ °? T q g (3) # 5 REBAR ON 3" CHAIR �� 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 0 LO Z o Z Z Q $) U, Z Ln 0 n c 4--J uj M M •U — O"' t- = .La E i�Vi _oo U LU ■ ~ 0] M M C f6 t7 O o N = y .5 to Q rn cn v �i d IS D. NC� /r ,ilwli, W N y IY • O 60 a <f[ Q[ tt •O. M`y4Q9T�! � �",� •� E 0� S I ECTs To the best of the Enidin /�j�py�q�g�g�'( ation, and belief, the structural plans aAE kbE 91midns 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 o�� � (/)MC M Q V) 0- v t~a- LL �n CL .-. �6a00 a E �- W Z J� z �6 W a Q vzOp p�z z z ow g �e,8 a z L CU C � z L F3 o l w U =Lu �r z C LuW ou_z he S J O 8 < Q a `U �3Lu �* d'o Z ri u�,aLL2 I.I.I L Z U N Q Z� �wz k N z m 06 Q J = �o a z Lu SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 5no SHEET NO. S6 to �. V N O>L- �- V =3 U c O Q ��tt �' p U_ CU cV Q � �}- > Q , fn i N L O C:,Category/Subcategory H Stock No A3 Florida Statewide Pruct Approval No. •' FL17244.1 Evaluation Report Basis Simpson 'A23 Florida Statewide Product FL10446.2 BasisUSP ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 H D216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018)� HD218-3 FL17232.3 ESR-3445 HU21fr3 FL10655.29 ESR-2549 H D26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. I I HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 H D412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 Manufacturer Product Description Approval Number(s) Test Pressures HD610 FL17232.4 ESR-3445 HU610 F1_10655.51 ESR-2549 1. EXTERIOR DOORS HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461A +67.0/-670 psf HGA10 FL17699A Evaluation Report HGA10KT FL11470A SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-67.0 psf HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470A SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,9 +67.0/-67.0 psf HHCP2 FL17236.7 ESR-3448 HCP2 FL104472 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +6Z0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf HTW16 F1_17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 HTW30 FL17244.6 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) F1_15279.53 +30,0/-30.0 psf HTVMA20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors WS (8X7) F1_15279.85 +38.0/-42.0 psf HUGT2 FL0223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors WB (16X7) FL15279.102 +37.0/41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curves Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst shq HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10655.92 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10855.93 E R-2549 2, WINDOWS HUS26 FL17232.6 ESR-3445 HUS26 FL10655.94 ESR-2549 A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf HUS28 FL17232.6 ESR-3445 HUS28 FL10655.96 ESR-2549 PGT Series 5500 FL239.7 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10655.97 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.D psf JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf JL26 FL17232.7 ESR-3445 LU26 F1_10655.104 ESR-2549 PGT Series 5520 FL243.9 JUS210-2 FL17232A 1 ESR-3445 LUS21D-2 FL10655.107 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A JUS24 F1_17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10855.112 ESR-2549 JUS28 FL17232. 11 ESR-3445 LUS28 FL10655.113 ESR-2549 3. PANEL WALL JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf z CIO0 O L A ` W O -00 U O L W cW ¢ W z J z J KST260 FL17244.15 ESR-3455 MST60 FL10652.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 F1_17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 F1_10852A ESR-2105 B. UNDERLAYMENTS Tamko 1511a Felt Underlayment FL12328.6 N/A LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918A - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LTT20B FL11496,3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202,1 N/A LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 F1_10446.15 ESR-2606 F. OTHER MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2506 5. SHUTTERS MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A MPH3516 F1_17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 6. STRUCTURAL MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 COMPONENTS MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 ANCHORS Simpson Strong -lie see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10456.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MSHA3.56/11.25 FL10866A2 ESR-2616Cn NFM35XIBU FL578.3 Evaluation Report MBHA3.56/16 FL10866, 12 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441A ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.5 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FL10456A1 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 F1_10456.43 ESR-2613 SPT4 F1_17244.32 ESR-3455 SP6 F1_10456.44 ESR-2613 SPT6 F1_17244.32 ESR-3455 SPB FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 I SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 F1_17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655A ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11458.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232,16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473A9 SIM200802 UGTS3F F1_2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 SHEET NO. PA 1.0 Florida Dspartruent of &Milan & PM%N WW Rep lation Building Codes and Standee Product Approval Applicaion OWN Papa i Ifflwa Florida DaparCnant of Burnes & Professional Regulation Bulking Coda and Standards Product Approval Application DeWi Pap 1 IMMIS Florida Departnmd of B Ahem & Probalonal RfEwimon Bunting Coda and Standards Product � Application DWN fig. t tl&mts Florida DepaMNrd Of CodeBuss & Pt ndi"M al Regulation Bunting Cady elf Standards Product Approval Application Detall Pop 1102 1/e0,1118 lLai1lltd3i 9at!!{iM Will ape aft alknomm ➢ale graft aMlLor Qo g o Mendel 20 gam ma MEOW mombdtd g2sd Ad=KAM sa MO M& Yddd d MOM OGAesw A Mad NOR INS)hdNS fiEOKllaoE[ g9tOsw ae�E[11mEEa flatdsi& NOWLiaMad t&gADDmfotl Aaemd flWlt Oaa ghtiW lNE91AmEM gem C lLmia YlWalm& YlNOm'dm flaaflm 19lgAErsal Aomm pare ROVWM 2M7 TMmr-TrU Od:poudOn Fu*vaw LrXW F.&Mast P.E. RyW J. Kkq, P.E. ,QneR0,7 07H2=17 IGMS 17 UM22017 AFprawd PAVIDIN =7 Tben -Tn: Owporwon lent vew Lyndon F. gdwf t. P.E. Ism J. King. P.E. 10MIUM7 0711ZWIT 10MM017 12M2120,7 Appwad RaNNp: My rMmn-Tru CopmMbn Poet MGM Lyndw F. 8chnNt, P.E. R)an J. pre, P.E. IONMM7 07M2=7 10/te1J017 12/72=7 Approved fdMe � S graddow� LfaRLM � �& gels lmm aaLBeaM Q� C,bgarr•Exrnbr Door (4,9)zg61740 PE4910D (e+s>767a6e6 (410)2 I740 Oda"; EMft Dona (HD)ng-1740 PE43400 (BIM787-0866 roto)296774o PEJ34M rot»7a7�056 � �� � �a Dow Awwra suet bgdry:sabDo mbrbrponAeorWbe Sub0sP alWaa. SWOMIgoy:8wegegEAKWDWAMar"M �elL SWOdr•ELWbrpom BWKhbseMgfikgbEExMMr Door aba ridne0l,Wap00eWaM1. ReWNa 2M7 TMalhu n red Lyndon P.E. Ryan J. E 10116fJM7 07H21J017 10Me12017 1 ZH24W 7 Approved I-arw llSwing EvMNYar Men CoraiaelW Lbetew EvslaeBonRpatfma ngm Yoeneet Evalla Wfaom Cawle ngm ExbmW Dngn Osb OMWDO 0Sdnnaa. (MO)I (I1D) 2D8-1740 pE.194pp roip FmWmF-' ARhbdor a Licensed planes � a a Lbeeed FbrMw R -* r a Uow4Wa bd FloMa RepiaWae AaOhlWew•LlOnaed FkxW Baknhbgey: Sainpkg Eldarbr DoaAaaarMM alto rida�naklSpOdMneeY. PrOtNalommul Ergb�,er Plolunional Engineer cMgwiW aMlwd: Evalwhon Rupert km a am sammmizalink prdeatlMal Enower l9�t probwaxw EnpeMr a a Maraud floras ImEI maldaiaMra RImdniautaat h= aMaMLJNNQ Belot Ease AE! 9l�LmMoseNk isms gEWCeWAR Js� ft s AMA Gem1dld loonam 1,HVIC �.11M bEo gbaftM aei Past aAmilLauhaimh 1 .. nrrm. rru fberCWele era BnloOtl SW Nonkbl8a/e a elaotNw.wi.daquot OPaqub I2/3I2020 No rM No NA 8 f.TMmrTruFbrCWeleael 8ano0tla-Sion NomMeleMmao agnm0titoufbipmdegnnsk Opaque 17/3I202D Cownp Edge Fbegkm 8Yple DOar No YM No WA D LTMneTn Fbe-0IawkandE NenYrel OeReBquoCNa►Impaa8pu0k Waxed 12/31tI020 No vp No Np1 ASI ��� gMt= OOrriaaEs Egg, Masses � Door Omvofi Edon X cores Sh on> lle n�; x OwMgradm) caniaab feu X owiff ndion Door nnaadngfDnbw4ag;XoaApumatla) 14 n. 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King P.E. 12M3W7 12MSM? 1211,@017 pwnsMg �APP1OYW � �Y ANNII iLlMdl &, Q� )ice �,�pa p� Celagwy/E, 1I Door N1g)2M-1740 P9434M R13)787asw Ceargay: Exlarlor Dann N1D)ID&1740 PE-49400 (819)767d606 CaYgery: BrYdor Does (H�2Bb1740 PE-43400 ro19)767-0656 Yid JY 9gd®:d� !Y� 1� � 000CMMWr Swingng Edew Door ANWMn �re6a1L nuiGheery:8abeng EweMr DoOrA"ena asapmeuaamL RavWa 2017 Therma-Inu Capaelbn Rldc YNbM Lynda F. ttahradt P.E �J. 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Seaman Dome (418)2WI740 MrapreelInWuns (813)767dWN Snicabgery: 0 1 91 0 M DMAlamiBr ddo *WbMg=mu&Wi& Ceara-Enroe MoMbet CerelMtla Markn LYlbp am 91YkAW Adoraved for Un As:mi&JIM king RIME And Em oLRI ldirm ILMM a olwLt stfa BOOM f9 1 a aquotcbswuc� and aguatbo nolansrk by SO and WO Opaque and OWed "mgbw Don wkh 12031=1 No YM No WA ThwmbTna&Wot and wWOA Mass". bwlrkq and Oubwkg IMM LgdM& Florida D" MWW t of DAIness & Probes" Regulation BWklhg Codes and Standards Product Approval Appal, Ik Datall BIlf73aaf 911111 Boom mt thdet MEMAnk [ gaud azoobm:&Mm R V(Sbn 2017 M VMndaM end Dom Burn atgw Ltd Robert Lone calerny: 03aMbr Dias (7+7)3e633M PE -MU SWCid"yr. Siang lldalm Door AlaabM baMgeAnird.eom LtiagSrr" Wood: Evakwam Rep" Dom a Plana ReM ' Ardaaat or a:beneed Fla Pnbw 01 Enpbsr 13tl USA A EmilwMaiddes 1 SEPoE8420AlUMdaM BlD SERIES 144SW44aq� NONAEDIFORCED LSIlASIMd fiffilk ma mmdm mombibm PAVISIM 20,17 M Vendome and Dom ciespon: Eraedor Done SWCWgny: Blang Esoft Door" UMW c0gbnng Wend: Evaluation Rep" Bm a Florida A greeed Ambla01 oro Lloanaad PI Ma Roboobnai Engineer B AEI 5 BERIES 420 AUJkWRIM SOD REINFORCED Fepa I a 116I701e gale RIm RMLBINK aft )fetched& YEddam Avhmw Ig4AMmal mammal awn Maven ML I.Mck PE 081131JM7 ud1112017 0M151J017 1a1W2017 APProaad (I'M 3174WO4 aNdkAs Ague mEmMlm[gM bond RIME goblaxommooLpa In.ltlt>i ouwwb fOrQ added mMi 12272Ms No YM No NA Florida Depebnad of Business & Professional Regulation Building; Coda end Standards Product Approval App kadon WISH Mrla goo= gMYM AIMMd Bond SNOW LWRobeb Lamm (717)30"M PE412514 OMigwembd.tom B:aOtlE SERIES 420ALL*000 SOD MNFOROM XXX twat mdmdd& Sloven M. Latch, PE (717) 3172454 prim 1 d 1 IMMIS M aMe adLbRem gab MOM Ab w }JGAmmmd Ammmd flop OOM32017 OOMI2DIT eMSM17 1e10FM7 '", godkAs AemeLjorUna Aa,,,df r ma bed get GaMmdaebAEas enwim 9smLt= gmel EJEwn 12/311m1S No YM No NA Florida Deparbrawnt of BIJMnIas & Professional Reguidlon ptae t or t Bulidhg Codes end S6erdards look Product Approval Appreaflon Detail RMS276M gnft M&dr no aft RIm bJ ma gale m< mom= MEOW= good aemel&LIN Mt ghNdelm& Mdddd allosWm b91GANEW AMMM via Re4WM 2017 Clam Oaabg Podude cam" Meet VIllabrkm kaarlea TMEng evvl NA, pryPMhW I I = M7 00700D17 12MOM17 Approved 0la"-) - Ede w Dom 00) 770AM2 Inc. (513) 51M M SWOabgoor EwOaal Exbodw DWA=WnbW mnwNlMeMdldoPay.om Caaisaas WEwk,breng I Mwk or UMV aiiialablook g mmkAu meemtllauM AomnTm8tlm! bond RIME Aa2 boo boLumErm fmasdlfabAnal0a mom: ammmann Bohm met M OMw609 PAN IS& 73.76, BM, 0L 42, 46,4M 4E. 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CommudeLsoffisrer MOWN malaMl b YSA rear moo RNdd hers MN Ill hu s W-V '--- FAPenA NM■LANar AMMM UM AMMEMALUM madarrrRt 20019 rgNlrp ■uea Rwrlma 01bwIbd RMM.Md Rh DOW oafdU101p No YM rig Ran Room Refs MM MAl And aNAMMIUMMOICAMLEM 1 wo e08001 - Ltrta QMMLAo Alwrtl0e ANR.arLUM meeiReoele a,wedarrtNr alma Nwrlma 4,O.a,adl2bdwsOrSnb /WIUMp Yr Yr ra Rai Rtrrm Ann NO MAl eNRWleelea ba I D1Wt P11rwarC4nwrMY CaMrMlaPlaMra nissuagoom d � PMMwWd PMWSNWCaMadlllM* OIaaMM1 Ile YM wk MN 1leetaRR RirOYI a�w N _c_- cn _ U N 2 .� 2 N C fl- Ca O N cn N O N O M -a CU O .cn E �W Q cu 4—Q a z z w J �J C: 0 teeeee� M CM) cn 0 .— U) Cu O L— Q CL O V L CI- V cf) m m w a Z Z a J a SHEET NO. PA 1.3 `v ao IV EI 0 x a 00 i ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAPI L 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS 314" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' 2x4 SYP BLOCKING FOR STRAP (SIMPSON �L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" STRINGER MUST MAKE FI CONTACT WITH LANDING FLOOR JOIST 2x4 CUT ON BEVEL DOES NOT BEAR IN I D WALL GLUED TO 1 F 2x8 SYP 2x8 SYP 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL __-2x12 SYP BEARS IN WALL '--2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER .— MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP B-� `- 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) SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER :fD �9 —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 7/777// ---2x4 BLOCKING FOR 2x12 -2x4 PT UNDER 2x12 cr--� ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH !x SYP CUT TO FIT STRINGERS 3EARS IN WALL 2x12 SYP BEAR IN WALL 2x4 BLOCKING FOR 2x12 A 11 'A 1 11 2x4 PT UNDER 2x12 2x6 SYP 2x4 SYP BLOCKING FOR STRAP /2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ 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" _ZI�" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = T-0" SCALE: 1" = V-0" ROVIDE MOISTURE PROTECTION LA�ACH ALL COMPONENTS STAIR TO CONC. W/J" X TAPCONS@ MAX. 32" O.C. GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" TOP OF STRINGER CONN. TO BOTTOM NEWEL POST LET INTO T��K � OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING Lf Cl) El 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4CUT ON OR1 x16"VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = V-0" JOINT -TO )I STS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )I STS) H sob ... EN ■ IFZFZZff I►yiiiiiil►l11 - . I► .I� MIIWZ0 0A IIVZZZ///II10 Im I NZE/l/l/01 I .III/yi.��%///%�. 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING .r. H E SECTION VIEW SCALE:" = 1'-0" V� NOTE: 2x8 DRYWALL STOP NOT SHOWN F SECTION VIEW SCALE: " =1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED C9 �_ Z M — o Z tja U) Cz (!) 0 cn 4--J w O c E U w M ch t— m � 0 U 0 t0l- Q Ov� ) O pi OD o N R �Z W � � � C C > li JZ LL lz N M m W V a' 1 W a o0 _ d LL����� Z mm W N N J ❑❑ 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 4( Z r*4 0 0 ��-+HMO M Q i ro 'p Lin a. cn •� d' H L In Cl^ QU o. 00 ,-i ... W Z Jko ct p za fa F u4do uj �z� �8!�w sEEg z Qj Ln _j Q MI: o N Ljj o U = z U, o �' J_ LL diN W od Z W u a ,Lr) LU Q z Li j Zz 11 N O m N 0o Z g � 0 ° � a = W SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5mO SHEET NO. ST Im 0 P n N N a N 1X4 1/2" DRYWALL U i a N M DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ ` PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4' PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING " " OJ X 3-1T LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO 11 TAP STAGGERED @ 16 TAPCONS STAGGERED 2X8 (TYP) BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 11 DETAIL • STD. 90^ ` D. 90 HOOK (TYP.) NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE O.C. 4" FROM 1X4 P.T. NOTE: & 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL EIE L:�la LAP SHEATHING TO EACH END W/ MIN 2" EDGE DEl DOOR JAMB (REFER IST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS " 10d @ 12 O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3/16"0 X 3" ' +211 LL= NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2"SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5n NOTCH WEB AT THE '' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK WL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED 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 A -A UPLIFT CAPACITY _ W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. 16010 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 21 /\N -ti OII SOLID W/GROUT o 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACES) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION - ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 D�+,GONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL •° CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 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'/z" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 (2)10d NAILS @ 8" O.C. j/FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + cFN�ry PLYWOOD SHEATHING �� it 11_ O 51- O _ JACK TRUSS PROVIDED BY + 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 >• ` ► ' ,p „ EMBEDMENT INTO .) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + •.. • >.. #5 BAR •� ' BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" () SIMPSON 5 12d NAILS + SOFFIT + + > 1 •.'> ` p • e • ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A wl (10) 2X4 SYP • . ° ° N 1 X 4 FURRING 8d NAILS EACH TRUSS o' a.. CKOUT / _ _ KNOIN CKOUT/ e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING ' •, •:. .', • 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 TI MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL e • ' 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT 4 z TO BE INSTALLED 1� 1/ 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD e•'. Q BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° WHOOK iv TO FIT ARCH CONNECT W! IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • -. • -., • -.� , • -. , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-1 . s • & . a - J • ., v 'It" ]EI BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. O.C.ANCHOR �' ►• �.- �• � • �- ►• � � r e � �� �• INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSION rm REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. — EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE ' TYPE "S' OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 / MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) ----A 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 E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' a � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61_011 � EPDXY MIN. 6" EMBEDMENT & ` 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F . 3"MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o a REINFORCING AS FOLLOWS: 1 '- * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT �' _ _ P° g EDDED INTO #5x6T MB T * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P ° 0 z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL Q cn N FILLED CELL SMOOTH. DO NO FURROW. ° v ° DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE a. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: N REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT . • a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ #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 C 16" MIN. COVER EA. WAY SECTION A 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: 3/41 1-011 = , " 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. U' z g Z c�Oy z a z ncnJ�' C9 W _ +--+ W (D °U — 1.1.1 0 =3 E o0 U L J ~ CDCO t0 2 O N.UIN yyyy = y tt��n _ - O D ¢�,o W -. VJ , yo- , 9� p Q1 N N(�1 Z &I Z W 1100��0 m rn � �� A/ � li N 0 z W lL W � _c�. W�nM � a z Z .t$a Cv mm ZW°g 2P LLei ¢� o W t�aO� C-> O ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0III C) > M O z M Q -gyp Ln C) Ln qg U CL a E 00 Z W J � Lu z ao_ f¢ gQgo Z Z �w ��g U W L^, W iz � � U y , 11Y �3 L � N U = J�Z Lu F '; 0 QI-o LU Qd. �owce $g Z W !lid rl a M -J W Q cW L Z Z V W~ N O Z Z {{�.,� m O 0o g W = W rn —1 0- cn E SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5m0 SHEET NO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER APUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX (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 1 112" 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 �uLu. L-1-%%al, it,vvv vV�.v BEAM @RAISED ENTRY "I r--i CROSS BRACING DETAIL JYP)rj_" HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL r6 SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 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 TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014CON M MAYBE NAILED MAY B ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d 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 9 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. CB 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 �' V TB :32 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12)10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHEF (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) SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF! 'IMPSON HUC410 w/ (14) SEE PLAN 6d INTO HEADER & (6) FOR CANT. Old INTO BEAM - SEE 1OOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 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 SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT KA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A F_� A SEE PLAN FOR SCALE: 3/4"= V-0" BM. SPLICE OVER CENTER OF POST 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED �F w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION A v DIAGONAL 2x8 #2 SPF RIDGE BEAM . AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS o MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) SEE FLOOR PLAN FOR INDICATED LEDGER AND J/S6 FOR MORE INFO. N COMMON TOENAILS TO RIDE BEAM 10d NAILS COLUMN SIZE & TYP. U.N.O. VERIFY WITH PLAN FOR ZX10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION o 2X4 MASONRY ADDITIONAL INFO. WOOD COLUMN SHOWN ( ) 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH � D STEEL CHORD T & B CHORD BEARIOR WOOD NG SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) °. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL Q SCREWS EACH SIDE) (TYPICAL) LO A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @ INTERIOR BEARING ° PLAN FOR MORE INFO SCALE: 1/2" _ -1-0 n N 3 SCALE: 1/2" _ ,'-o" COMMON B M ATTACHMENT 1 g M WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" J SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT 4 SCALE: 1 /2"= V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR— SEE PLAN FOR w! SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON i NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS h SP2 w/ 12 10d NAILS AT TOP ( ) 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4 O.C. INFO. 16" O.C. W/ (4) 12d --- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON TO TRUSS W/ (2) 12d TOENAILS NAILING SCHEDULE a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL N ATTACHED PER NAILING BOTTOM CHORD GAB LOW ROOF/WALL SCHEDULE PLATE MORE INFO. N TRUSS STUD) 0.SHEATHING ATTACHED o PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d t VARIES SEE PLAN " 2x4 BASE PLATE W/ 2 VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ $ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x WOOD WALL EACH COMMON r 1 1/2" NAILS LS TO BLOCKING SIMPSON MTS12 w/ BELOW 16" O.C. TRUSS/ FRAMING y MIEN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP & BOTTOM M TRUSS. 2X4 CONT. W/ (2) SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR TO FLOOR GIRDER SE SHEATHING ATTACHED BELOW @ 16" O.C. NAILS EACH PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON ( PLYWOOD STUD TYP. T&B ) 12d TOENAILS TO 3 a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM 2 v BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4. 24 10d x 1 1/2 NAILS 4 - MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER ( ) �� @ ' 0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w! SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END o CONNECTIONS TO G.T. EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE62� SECTION BUMP OUT 39 M SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS U� .-, z zC)cc z Q a z to (D W"'„, O LU E � U m W cm rNi M C f0 M O _ N U 0 o B D. "_ =Jl I � N � ctpp � N M oW tL W ���No44 V away LL Z 0 «y 5 2- U O z E N l�tl m� W (gyp Z m ¢ M1- W J 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 0 1-4 M O M ¢ � M Ln Ln Q C LL �- F- fu � V a00 WJ Z CD J wn Q2Q a WZ 1.1 000 _3 CCW IL O C � Z L Lr) Z 0 8 xz f7g� .2 z LL � F� U S L3 U O N ots U = uJ F— L �g 0 °` Z ^ w Ln W Z Lij � Z a Z� � �g O Z �j z m co guj W <Z o � SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION NO. 5nO SHEET NO. D1 b N N I Q N N x 0 0 J N N Iv 0 0 C a N v E 0 x `v J 0 0 0 o_ a 00 ' i 3 W (1) SIMPSON LSTA30 w/ (22) 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TO 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 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS (224" O.C. EXT. SHEATHING MASONRYNJ A BELOW AND ALT. Q CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 MASNORY BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING OF & 8d NAILS T/B FLANGE 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS '97 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • • •a SURFACE 0 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x il FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE �� AT 48 O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE SEE PLANOKI OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE •� CORRECT BLOCKING w! (3) 12d EA. END INSTALLED AT EA. END HEAMIN DER SEE Q/S4 FOR REQ'D JAMB INF '• G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. WALL 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 @ gno c• FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). SCALE: 1 1/2" = V-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" =1' - 0" SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O 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. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN :�o�;o,ooaoi�oo OF CRIPPLES IF LONGER THAN 8" f 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 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 ' CLIPS NAIL BACK LEG OF CIPPLE TO (2) ) f. NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE l 2 4 #2 SPF STUDS NAILS TO STUDS BELOW. 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE x AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER a' G INTERIOR HEADER SEE PLAN FOR NAILING AREA (TYP.) CONNECTION (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 COL. SIZE — (2) SIMPSON MSTA36 STRAPS w/ EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP 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 L2xSSPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR12d NAILS AAB E PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T 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 1 1/2" (USE SP8 FOR 2x8 O 2 x #2 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL) @ 24" O.C. SYP U.N.O. 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, n (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 AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE h+ a LU 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 ANCHOR BOLT w/ BOX HEADER SEE PLAN E F I I -gyp � F F �f (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 () 10d NAILS & (4) 1/4"x21/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) (2) 2x TOP PLATE 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ T D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT . � SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS � • -+ TOP AND SIMPSON SP1 w! 10 10d ° ( ) NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • < • ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE F 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 r5 HEADER CONN. @ 2nd FLOOR O x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER BOTTOM FOR EXTERIOR 2 STORY WALLS ONLY.6 SHEATHING CAN STOP ONCE UNDER 2 STORY COL. aC� GIRDER (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/13-2 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 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF H DER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR 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. " / 4,77 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. 'O FN L9r O2 F48rr x�T 2x STUDS 16" O.C. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x tiJjN Op 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 TO 10d x 1 1/2 EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED STUD 8 IS GREATER THAN 4 FEET 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). SCALE: N.T.S. 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 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 TOP 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 ATTACH Ile END OF OPENING CENTERED TAPCONS W/3(�2) 1C NAILS NAILED TO STUD PACK t FLOOR DECK FLOOR DECK @ 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 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" U!9 z_CD z�z a C w �U — O c E U o �M L.0 ' '— C W Cl) O o N -T- U �"GO O 8I o ¢ 0AN � o MD. 2 co oC� Z 1Lgao r'z o � 2Ng ow W nLL fi W Z��Q C> LLaiW965 mmZMecp_2 ¢ =E W A IT Q N J N O O U F— 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 � O�n I> -+(HMO M Q 0 Ln d ui •� '� HU CL ^ V a4 Q E W_jC) Z CR�+ u, Q Za a 3 80, 0 W Z Z Z �W LL U) UOW® L a� Z O Zo z Z oC Uv, 3 o C'-4J U = O u. rat; o , vo«�y W p N W V' OLuQ Z Z ` uj Jrl Ln WLU N Q zg m Z Z w Z aog o 00 � x SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5nO SHEET NO. D2 ^' ^ 1n WEATHER ✓E BARRIER & L4RILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED %MNMW ) E:1 EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER m� 1 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW E AM rvi�nnv�a rt.r�onnvtc WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A E0 EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR./ I INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING -7 SELF -ADHERED FLASHING 0 SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� SELF -ADHERED FLASHING SELF -ADHERED FLASHING Me: 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 NOT USED SCALE: NOT TO SCALE , e 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 UV Z c z8 Z a0 a Uf C w ro p O E U m w ' ~ c to th O ON _ -2 U Q� o Sao N M O N O O _ Z m�Z IX W, U- 0 LJL mw4wr IX N W <A M W CW W W V<K . 0.8CDy¢ o o. 4 V ' o ii i5 m 52 Z too cp - LL N M Q W ��NB EEo OF- O U V ❑❑ 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. 9 O 0 Z N O10-1 wl-, H M C M Q 'Cal lil cn •� � < CZ 0 LL ZaC U Q 00 Q � � 3: ry Z WCD J � d- Milli! W _ Zga FaQF Lu U480 gnZ� �u, J OF�Fo U Z N Q t^ I- N g8 LLI 0 f Z Z � N � Ll� O Lu o N U = CL LLJ gLu � Y O z < U a� k <aa3 gg� Z Ln J T --I LU L1J N Q Zg N Z t �0 m � � g w o Ln SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 5nO SHEET NO. WP } a 1- f �w s M 3� Soh 5�v 4