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HomeMy WebLinkAbout3027 Moulden Hollow Dr�d'I�I11llW1INsU 1W .1 IWlIYlliu. •,� INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS ,. U U S6 DETAILS ST STAIR DETAILS ABBREVIATIONS SS RETROFIT DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D1 SECTIONS & DETAILS Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Footl Feet Rad. Radius D2 SECTIONS &DETAILS ADJ. Adjustable Fig. Footing Ref. Refrigerator WP WATERPROOFING DETAILS A.F.F. Above Finished Floor A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS ALT. Alternate Galv. Galvanized Rm. Room PA1.1 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BkSh BookShelf G.T. Girder Truss SD. Smoke Detector PA1.3 PRODUCTAPPROVALNUMBERS Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh, Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Cig. Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered M M C.T. Ceramic Tile Thik'n. Thicken LL Lintel Length D. Dryer T.O.B. Top of Block DB Door Bell LT. Laundry Tub Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic N.T.S. Not to Scale V. Shower Valves E.W. Each Way VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit, HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 FRAME -WALK REVISIONS 01-04-18 3.00 2017 FBC UPDATES V,Ip+;tK �kUaLD1 A t_ MEAN ROOF 15 FT. HIGH TYPICAL "ainGOQ� L�L�o mpr1'I�, FOR SINGLE STORY HOMES NAtla HE o1fi MEAN ROOF 30 FT. HIGH TYPICAL REVIEW IDATOR 1 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 ALL1NCr�K SHPLi-B )C the commencement of an work. The Designer/Engineer are not ES FLOI"cIDA responsible for any plan errors, omissions,or misinterpretations NATIONAL ®F i'f ��°� undetected and not reported to the Designer / Engineer prior to AND THE C'Ty construction. All construction MUST be in accordance to the ICES 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. CDV7 z_o zC�' z J IC� V) C9 � w � o �U — w O 0,_N i�V) ao V W ~8 a)M c� N c" Oo`" U 00 L it 00 C. o ¢ rn rn ¢ o Al ® D® N :Jl aR e lte�il LO �J°a �! ""1pp rn enc Z f p 0` a `t W AS 0 C1111 To the best of the Engin2efN� $n0 ledge' Inform tibn;yand belief, the structural plans a' '�518 ,plfjg3 ,I?P ',i�ifaihed within these drawings complywith fN� 1'TPlorida 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 [V 0 >U.)MO M a��`n a .L VV) ON to HC � Ufu Q 00 Q � E Z W J d' oZ 0 C za ¢� �F ZU Op Z"M.0 W Q� OJz W y0 J Ha�o } 0-2. U- N 00 W8W �o L 00 W z zozZ _ Ln LU > 0 -� Z z O U = U � 2EX M H p z GYP 0 J CL woU06 k N z¢0J Lu Q �¢a Z o�LZU:C8 Cy , w Ln � � � Eta Q z ce O, Z a vi a z N Z � N ZUJ r Qo w a V7 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO. 3 ■ 0 SHEET NO. C S M T T \.:J TYP @ 2 STORY H.B. 25-SH AC PAD EP)AD IW to i< I _ 24_�_ 24_REF. •—2<—�_z<^ 16"D EP • 39 ,= cy I 10 d 26' 3- z i, - n. w 12'-44" 1 _j III "- 24 I FLEX , Iz = T 0?O 'c 8'-8" FLAT CLG. Ln I B `D - N I FA ILY RM ; 5- H16"DEEP N CARPET N _ I� ; iI D.W.NI M' ■ 8' 8" FLAT CLG. I 1 60 CP ICARPET i O S6 �N I 60 CAFE CO O ~ I I a I 1 1 _ O NOTE: FINISHED WALLS I I I TYP @2STORY T O 6-1111 IL -AN °' TO BE FLUSH. VERIFY IN 8'-8" FLAT CLG. CARPET IED " FLAT C "- IL I FiU v i R/A FIELD. Cq HDR AT 7- LLr='-` (3) 2X4 #2 SPF WI - u. I I ! � o °P (3)16d TOENAILS 0I LOW WALL OR PER SPEC. Vecb I 8'-8" FLAT CLG. O @ BASE z -1 SPINDLES 3068 I ENTRY o�0 16'-4-" co to 2 4'-0" 5'-8" I 3'-11-' 3'-4" 2 18'-9" 2'-0" -01' q iv LO I I I LO co - F Y PATIO _ 2 TILE_ G¢ 4 h--n 2868 2 68 6� 00iN S3 v�-1 1'�' 5 — — 15NS3 CC NOTE: FINISHED0 -014 D2 6 WALL_S_TO_ B_E_FL_USH. r N F VERIFY IN FIELD. 8' 0" F AT LG. 2 7— — — — — I 1 13 — EDGE OF SLAB 2" I I I ■ - L— OP . w g I 12 WIRE --- i- BEYOND WALL I I I I CD I 9----- 1111 ---- 1 I I II I q _ ----- N I 10 8' 8"FATC14 HANSON BOX ka +42" SLOPING HALF WALL I I I I I I I I @ 36" A.F.F. /P# D I I I S6 O WNER' SUITE U I— TDHRUWALLT s3 2 CAR GARAGE TYP @ 2 STORY 8'-8' LAJCL T L v I R&S 8%8" FLAT CLG. �N I 0 1 1 1 C:)_ C RPET N 5 SH—a)2X4#21PPE —, 16" DEEP u 0 C) I I o 1 1 1 TOENAILS @ eG I I I Wtil 5 .BASE I -2 EA 2668 I I oO 1 1 I m F AT CLG I I I I 10 I o ILE I I N I I I 1-, 14'-9" "' 347-7I 21-4 10 ■ 28 8 TB 2.6„ I I IW I I — I W. I.C. d(0 O N w w ��� FIBERGLASS oa SURRco OUND 8'-81CFLAT ARPETLG j W. O BUILDER TO PROVIDE APPLIANCE PROTECTION I I K 1 I I i 1 I 1 M 36" X 60" J I T----- — — — — — SHOWER R&S N WHEN REQ IRED PER FBC L — — — — — _ _ _ _ _ _ I 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 91/4" 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/ 112" 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 25 4 S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 X 62 4 S.H. 16 20 X 72 18 X 714 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 J X 50 1 N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. J 35 274 X 63 26 X 62 1/2 S.H. 436 27 } X 72 26 X 71 1/2 S.H. 22 37 J4 X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 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 J WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 j 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 located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND [IIIIIIIIIIIIIIIII - - TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING H B ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6 STORY SYSTEM 56-0" AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) UI z th 0 Z Q r V�)+ UI' W cn w � p O LU E o o 0 cli U W 1= 8 so a> m co c' co C13 m-0r� O o 0 U - ILL co 0 N C- aa) L' Y o Q FT o i.Ci 0 V �t 0.. ZS o: Q 0 D D. H� w �§� a/t I a A .'•p man nt� O a F N yL��-V;� LGi mot; � �tfcVi o -I k•Y i lox W � � — ..S To the best of the Enginee 5 - �qledgeyirFfoihlafibh, and belief, the structural plans and spkif loris°&ntained 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 fNN 0 Q) O M4.1 M Q V M_ Ln a Ln•L I- Ln - LL Z M M V -W T" Q f z W J� d- J oZ �R o! o z aa. �a r w¢°d� UZOUO a, Z�wi z ,j0L,z �&.Z,J 00 Jo�CE8 Uw!iN m L oho ZZ 0Z a) CC H O Ln IIA = � (n 0 �Q< LU o fu � T W Q O u QU— n I- X O V 0 ; LUU 2. N za2¢ wLug Cc, ¢ < c� < a 3 ct przce z Z a w � w _I Ln T-q LU 7 Q Q Z ,:, pZo e a w Z T--I N k N Z Cy �O m O � g LU = � ¢W T__4 cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. �J^ . O SHEET NO. 1.0 � �� �OIIVYIl1YlWluININ�1■11�■A■WIY■■■�I�uW■■�Ir1111111�uulYWl�■ YII�YWYl4�l�;>o9d�lJdu1 M011111INI�IIWWIM■IYYIIIWY■IIIY6WILILY.IYIYI d o- r--------------------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I � I � I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------------------- -- — — — — — — — - TYP @ 2 STORY J D2 S6 D2 I BE (ROOM 5 8'- " FLAT CLG. I CARPET I I 06 � I XI 6CD I O LO fn WLu = I I I IY W LO N Co (V 22 A O I C° H1 D2 13'-2' 2'-8" 13'-8" - - I � LOFT 00 r, N 8'-0" FLAT CLG'r N M CARPET 4'-0" T-4" F-10" T-10" 12'-0" I 1 I C7 C7 � I I 0 4 i9 +42" HALF I I H1 I� O1 I D2 I N 1 3 - I I _ - -- -I U)/1 T I 0 ¢ -- D2 16 1 8'- "F T G. xis w� ; BED OOM 4 I --� It 5 rN 1 5 -- Q ML 8'-0" FLAT CLG. J 6 _ to - 4 0 - - - -- P CARPET S6 � _ _ 1 13 I I c00o TYP @ 2 8--- - -- - 112----- 00 �J 2668 N I STORY 9 1 ---- . J --- — 10 I W.I.C. S6 _IN FIBERGLASS H I 8'-0" FLAT CLG.CD TYP @ 2 '� SUR OUND o `o6S2 I CARPET v `� STORY o M L------------ '- - am I R&S T-4" L 5'-0" 266$ 4'-2" 8'-8" rl BEDROOM 2`° 2468B.F. B IDROOM 3 22 8'-0" FLAT CLG. CARPET LINEN � 4 SH 12" DEEP _ o0 8'-0" FLAT CLG. CARPET H1 6 D1 I W Ill D2 _ - _ '- 12'-4" I I 2'- I' 2'j " 12'-0" m w Lb O A N I Yi m I I I cn U) I �I op rN I o to �� CO EO H1 D2 LO i i PA EG I ESS I >H J OS6 3 TYP @ 2 STORY D2 TYP @ CORNERS U.N.O. IF 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 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38� 18�X37� S.H. 14 20X501 184X50 S.H. 15 20X63 18jX62j S.H. 16 20X72 1812X71 S.H. j 32 27 1/4 X 26 26 X 25 j S.H. 433 27 1/4 X 38 j N/A S.H. j 34 27 j X 50 j N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. J 35 2771 X 63 26 X 62 112 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 251 /2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 jZ X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. 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 �E +26.6 / -28.0 �F +26.6 / -32.2 W SEE SN SHEET O SEE SN SHEET �40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND [I11111111111l1111 TYP. 2x FRAME WALL It I I l l l l 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 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CD zM 0 z� Q V) 0 Qw M p •U — 0 E U, C11 ti C) W F= 8 a)M c t6 M O N O = 0�oTaD t U_ 00 C ti � Y Q oM K? o � CL M Q o ® B N wC * ­&_), T ® i / fgg ttaco ��>6BicFF EA N c0 4* 0 I " Zq v�W +**s*� e JP, � Lid � 4r LL im .¢� _© To the best of the EPipt5eer ladge,l "tiond, rpd belief, the structural pla ts,.and' c�datialn contai `qV' within these drawings corr�t�i4$SW th the 201,7.. FPd`rtd Building Code - Residential 5t6 E�'it 46 €�pg" J�Mr's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z fV O N .N M O M Q (0 Lr) 2:cu 0In Q - a:In Cl . M U (00- '� Q EOC) z WJ "00 0 �o za fa r Wzd�� VZ8, zw CC z Q �=)zz J V ] o -0U M W j 0— uJ N L /Z Cr— off° O ?. U N 0 H0 LL, �3 M N o z _ 9W ra W 89 _ ¢�� 0 L, to < 4cez ouzo z o z Ll) 6i L��01 'LLV ¢o Ln z U ,--� [V Q 4 z W a Luz z Lnz m 0 CO g = a z ,—I 0- cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 O SHEET NO. 1.1 I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 9 ■ 0 M MIRROR O W O O M CD -ZD J min zi 8- .ci\c 8DPVK.,k 04 Kul " 5 ea,�, 2Lu : 10 BATH 2 .a© �ODo OPT. REF. BATH 2 .a© �ODo OPT. REF. MIRROR O O oO O OWNER'S BATH KITCHEN KITCHEN KITCHEN ISLAND THRUST BLOCK SECURED TO SLAB w/ 1/4"X31/2" TAPCONS @ 16" O.C. STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: The maximum riser height shall be 7Y '. The greatest riser height within any flight of stairs shall not exceed the smallest by more than l$'. 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 %s'. Solid riser nosings shall not be less than 3/" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y". Beveling of nosings shall not exceed X2" 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 %"between the wall and the handrails. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. 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 Yz' gyp. bd 0 M INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"= V-0" C9 .- zo z� ¢ O a UI 4' W �o W ~ O U �M M W E C (tS M v M U 0 O N LL COH NN � ¢ rn rn Q d N C B D C ^n \ � � ��-fpB-�� ps ♦Ili o;'e'ea��, Y e � ���„ [� NC J W � N � •, � nO i I To the best of the Engineer's icnawledge, i�fprnjAfabn, and belief, the structural plans and specr`f%satidri5t�ntained within these drawings comply with the 2017 Florida Building Code -Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z� O a, � " :L-o > � M O co � fl.. � M a �� z� � WJ C:) d' J oz Z a � a w¢�a U Z O 0 zwW� �/� � o V WZ 1) J J � a 0 _00 J w o� L W } z0 f� rr � W a z oz a d a N oaoa A Z w 12 J 1 " LW� za Z w J r-I dLU iF � � � oWo N Q Z w ¢Z 1;k N z � a V)z m � g = Qo SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION N0. O SHEET NO. 2.0 J i t J i t COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 8'-0" RIDGE VENT F7 F4 1" x 4" SMOOTH 12 TEXTURED �5 TRIM / BAND 6" FASCIA (TYP) T.O.P. _ - _ _ HDR HGT. CV 1 "x12"SMOOTH ICI ICI ICI I""I TEXTURED 25 SH 25 SH — 12 25 SH TRIM /BAND FLASHING 5 2nd FIN. FLF -------------------------------------------- — — — ------ — — --------- ----------- HEEL � --- ----- T.O.M. F5 N _ _ _ _ HDR HGT. ,�l t 0 1 D_ DECO 1" X 8" SIMULATED CORBEL WOOD FINISH - F 16 F_0 E __ TEXTURED CEMENTICIOUS 25 SH FINISH ON C.M.U. F.FL. F5 1 12' RIDGE VENT N FRONT ELEVATION - Al T.O.P. _ HDR HGT. CV 2nd FIN. FLR.� T.O.M. HDR HGT. d- _ F.FL. �10D 00 SCALE: 1 /4"=V-0" LEFT ELEVATION - Al SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063, R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. al (D r 7� M 0 z� Q a z C-,n (D cn +-� w W O lr� ~ 0 o 0 m ti LU W "_ Ep Im m C LO M E2 O M N 0 U off O C LL 0000 t o0 <C A)rn 10 n v Q o ® NCH D,C a � oe,po U) LU Z- Q 4 o e°.'' UM z���, e �»' WN 4'3.•roi� Fa 0 To the best of the Engineer's kno I� g 7 on, 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 zCD 0 O N n 00 > LJr) M ( � Q U-) Ln 0. tnz •�d' 0 In F- CL .. ro CC U Q 00 a E" Z WJ 0 d' oz o of a '^ vJ r~ zd�a z r z 8 O ZLUW� O Uz¢ I-�zz ` pa M W JI OO M w J zz }o � N W W �Z zW z Lli (J) z O � z 0 a �W U = f Q o� � Fes- O o s J a z cYc�� P w0o6 tV LJ_ zzao� Wu4d_ aa �< Za W In LLI P = a J ri IL n0zU U N Q Z oa~ � � N ' r Z O oo Z g = a z LU rn ,-+ a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 O SHEET NO. 3.1 IF N ti COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ti 1'-2111 4 T.O.P. ----- 2nd FIN. T.O.M. F.FL. 1 '-011 ----�- - 1 8'-0" RIDGE VENT 12 5� / / / / 12 / / / 5 - / / / / / / I / / I / 12' RIDGE VENT 12 �5 T.O.P. HDR HGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - 1-0 - I1 2nd FIN. FLR. T.O.M. F.FL. CJ CJ / WEEP 25 SH TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 \ \ \ \ 12 \ \ \ I \\ \ \ \ ---- --------------- 4' RIDGE VENT 25 SH 12 �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" REAR ELEVATION - Al SCALE: 1 /4"=1'-0" RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. z� 0 <C J V) �Lw r o O LU V) E Ln � m ti N M LU ~ E C)l.J..l C N M O O N = dj U W t LL 00 in Q ~ r�0 aCrn �a� rnQo Al N C B D C B ®® te N '�+•"" ci UM z z V !,a-om %1- m + LL Ns �+�°y ♦ ♦ W o E S S Q� 11 �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. O z0 0 ate+ > O M Q - Ln .0 ( N Lo Q LL F' a � M oC U Q z W _J0 oz �o z C z� f W Wa0: a: UZOU OZ LU LLA -. g ul OW. 8 o �W!i L /�/� W iNi mLUO L W OO w zz } o � N o g an3 t W O .� _ z < z �¢ �. rr z o u p z J a' W/� X x86 W U Y m o. Q a N a Lu z Q v UJ ~ � E M z �a o W _I L0 r-+I Z LJJ Q z ���n F u O V, 9zZ ,-I rsi N z �'- z 0cc) � 00 � W Z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO. 10 O SHEET NO. 3.2 VARIES 1'-10" i z r CAP r CAPMAI 2" *NOTE: - (9 i rr N Z o iv FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY r _ 3 1/2" RADIUS 1/2" RADIUS CO z COMMUNITY r^ a D1'-54" a rlv iv 00 - SPECS. IF NOT, iv 3/4' RADIUS A� � — r CO DETAIL TO BE 1" lj,2" OPENING VARIES 2" 2" 1rr 1" z BUILT W/ STUCCO. 1/2" RADIUS 1 ^ 1" V) (9 CV EDGE OF 1" 4" VARIES M� ryN 1'-0" Q� cn -E-J w 1" OPENING T VARIES r) 0 21rr VARIES z ill 1 r-4" 1 rr Q w E m r 12 VARIES i/i fn�f 2 cv -IN 1 rr 1 r Orr 1 rr Ln I=- o p 1 1/2" RADIUS I U mM Cl) W C t6 M 41rr 2rr �- � L° � C 4"- -� r 2 1/2" RADIUS = l� o I I 34 r 4rr. � - Uamp fl �L N M�v rily Q rn M Q Ci _ d' IN Lfl MIV' - Ist �� M - Al , BIDJ NCBDC C wyQa daso T VARIES 12 3z 11" 32 "' 3rr 1 rr 1 rr 1 rr SIN z 2' BASE � BASE r a� N cp Mla' 1 rr ill r- 4' 4" 1'-8" � o a� o o N CV a �Z WS�No r Yrr ��// � d cN'I p'\j C Cry LJL J Q N M N 4° LLI�LY tt-O a q ¢ o 0 ,-N N 'm m m In Q *NOTE: VARIES 8' 2rr i o� iz ti1 N¢N� M 0 ❑ ❑ FOAM TO BE USED To the best of the Engineer's knowledge, information, and 3„ ONLY WHEN belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida REQUIRED BY dL 1'-6" Building Code- Residential 6th Edition. Engineer's COMMUNITY = i rr signature and seal is only for the structural engineering SPECS. IF NOT, dN 1" 1'-4" portions of the drawing pages bearing Engineer's signature 1" OPENING VARIES 2' r and seal. DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24' • , _U EDGE OF OPENING 6 0 1-1/2" THICK 1-1/2" THICK r (V 10" 21 rr iv 4 _ °lv - (0 IN �� 3rr Err z N 2"Orr 3rr 2rr 2"iv U.] Z � > O n > ul M O O 1-1/2" THICK �" ¢ LO 24" LL � Qa)�� fu 52 , 1 5 52„ err 4rr � U !Z 00 -1, z ¢ �✓ 51n i -4" 3rr z 4 CD z IN II ,IJ 'M W CO 4rr 1 rr 12" VARIES VARIES Zr A-1CV W 1 Z21 rr Q M o z VARIES VARIES I I • _ � 0 1 z °¢ 4rr 8rr 1" Q z 32' � rl 1 1a ________ 3 6" 4" KEYSTONE F11 b YSTONE F11 C0 N z g o CO N Q,( �� �, OPTIONAL OPTIONAL Z E w x : =) Z 00 O "� W I ^ _ irr — �ctg-i R6 z 44 CD R¢ r„ 3rr Y4� /'!\ Q o o 4 - V i ' T GARAGE DR. OPENING 4" 3 ¢ [KE T WINDOW OPENING � w u � � o 0 2 "� 2 NOTE: 0 0 Z Z • INSTALL OVER STONE, TYP. � N z VARIES • FIN. TO HAVE TRADITIONAL '�—j — g LOOK & SMOOTH FINISH Z F 3 ' • FOAM/ EPS MATERIAL IS ACCEPTED .� Cc NOTE: 0 .0 a Lu • SMOOTH FINISH a a a 2 1 1 U �'.,; rr u FIN. TO HAVE TRADITIONAL LOOK & 1-' 1'-6-rr 1 ,r 1 _� o � 2" 3 0 •FOAM/ EPS MATERIAL IS ACCEPTED a T2r a o x" 1 u � x 2 51' 1-1- 5-"ZO 4" 3'-0" 4 � N X W o �-1 n n -+', � U ii m S 1 101r 1 r_4" 101r cv CV o a o °! T o I?aQ¢ 00 N y` Z °po Lr) W � a o � io J rl LLI � z 1 1 rr o N N Z L Q WZ Z o' n Z '46 d N Z W Q o 4 0o g = Z W FZ SCALE : AS NOTED o � DATE : 1 /4/2018 MM;- ,per TECH: ERAND VERSION N0. � . O N _ GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM F 1 • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH A,_ d ELECTRICAL SPECIFICATION zooA INDPANEL CENNTETE R NOTES: #14 copper to lights &outlets ELECTRICAL CONTRACTOR NEMA 1 200 AMP #12 Copper to 20 amp ckts MUST VERIFY WITH THE 10 #10-2 copperto WH SPECIFICATIONS FOR THE TYPE 10 #10.3 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MO 2/0 or 4!0 SER Alu 200 amp IT 150 amp POWER CO. FEED._ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground 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 Fff DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET rwl- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION © ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) FTq TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER NMI ELECTRIC PANEL _=Lj DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT RECEPT. FOR ALARM SYSTEM ENTRY V CRII- T IVIC 1 CR LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0��,_ Z M — O z �C J a U) z 0 ) CD T� w O T E o ~ U 0 m n _ ~ E — 8 mM Lu-0N o 0 Z U$ M �Qti 0 Q 0 1,() 8V 0) Q => U5 � Z CD o0 _au Z d M W Z C Q in N& a N LU LU via. - Ck w w W -2 Z 0�pow Z N W oho o m m LL a �Q� J o W N M 0 O v U I— 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 fV 0 N N F-4 4-' O ? U- M Z M Q��U') a cn •� Ct' W ON Q L_ lL IY U 00 0-00 Q Z W J� d- �Z jo zaa E¢ Zzof UWI /18�W ( 11 \ .M/. < d W 0. oLLJ�004 U u M 0 L W oZ Z O N I— i z w C J Ln W � a U _ O .�� O JILL uj O o YN �,s Z V.2ma oaoa N Q W J ZLu < - Q 0 M: C:1 Z Z aft W W Lr) r-i �<c� Z 8 -J lJ 1 Q o L wLuZ T -i N Z � O� Z M Z W z VLu CL SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO- 10 O SHEET NO. 4.0 ■uuY�l�l■�I ll>ru,�ul�u■�■■�II�■�r ■ °wii��;�I■��I■ ■t■I�■ems ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination 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 G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� 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 (O� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT I 1 ELECTRIC METER LL ELECTRIC PANEL _i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN </1> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets 1 200 00 AMP 01 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER MOY-2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. --------------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1------------------------------------------------------ I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" zM — o N G' QQ J - z 0U) Q (,.n CD � VD, w C) w O � Ln ~ 0 Vi o 0 i� V W ♦— —8 M C M M La � M 04 000 = ej U L u- 00 0 Q ¢ 0 LO O � Q O 2R N co co to _ C.,R1 p 0 4 O Z cs O ii (!LL N Q W a N W t�Qa�= W n w z Z H Boa o 0 m m �isE z t/���w J CM W �¢N N U 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. O 0 Z (V O N t\ 1-1 1>+ M O M „ Q Q L- LL Q (j fo .--I Q Z E WJ C:) d' o Z =o ce Zap �a Z W Z< UZOp 0OW, Q \ 0111 �I i2 Y N M W , (V 8LW L �/V o z ZZ N �Z z °� t W J W o 0 U _ 0LU a �� o� p z Z x 0 U a m Z¢oa C G Lu �¢a3 Q Z r � 0 o Z �~-I a w rl Uj Z vozu U o¢Z fV (g) Q Z Z *k m (14z � Z �'o ¢ Z oo _ Lu r-I a (n SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to 5Q. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 **NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=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 FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Z M 0 — o to z� Q a. V) U cn Lij U — O "' E '— .� o 0 m 04 U W E 0M co N 0 N Rig — $ O o 0 _ a) U_ co y e Q rn U) n o � v rn Q o y `- N o... a rn r-. R' o-_o 0 4d��, N og'ay' Z o /�'p P Z `� I- a ` LL Z Z a �•� cE ,;. , . cil To the best of the Engineer'§+cgp iedge,�informat`I aw belief, the structural pratis ,4nd spec 7c'-'t7on„`c',eotttained`°� within these drawings comply with the 2617 Florl"`.` ` Building Code - Residential 6ttt Ed7tidn:; ?F.ngihet•'s'' signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z fV O � M O M Q 'p d' C.. to V7I- M H Ll ^ oC U n*--I - 00 Q fo Z W �� OZ W0 Za 9 F¢- w¢ofX UZOO ro Z , uJ Z Z o E W a 2o O M� Lu OO Lu W MW� LO O p /cu V 2:Z 15 LL ' L Z 0 z J �W U = Iro 0- uJ o O .� Li ¢ O z < rC-J .,: O O QO Lu X O V m a *k�1. a IL Lu p Z V_��� Z W T.I Lr% W CY w 0auo W V' O w U N Q a z L o �¢�z N Z a� �z O CZ( J LU = J o ¢ w SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 3 ■ 0 SHEET NO. 5.0 1■I�dllilblliYYI�11El�llui_pll��IIYL�IlIl1N(I!I■i�ll�'IYAllli■■�IYI ��LddIhIW c c v '_11"I C_L5. c-0;5 A'-R" A'. T TYP@ 1 STORY H.B.t 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 w 56-58'-0" i 1-STORY 2-STORY FOOTING FOOTING 29'-0" 11 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. J TYP @ 2 S6 STORY 6'-4" CONTROL JOINT DETAIL, SCALE: 11/2"=1'-0" in0 0 HVAC CHASE v ; I BASED ON — . — . • I _. _._ .® .— — I � '�:. _ LOCATION : \ 1.•' \ ' ",""—#5 CONT REINF. SEE ■ : _ _ _ _ _ _ _ _ _ ` 7 I I I : ■ ,� , . "\- FND. FOR QUANTITY I _ l 3-1/2" MIN 3000 PSI CONC. SLAB FOR I , • ,r #5 X 25" X 25" CORNER 0 0 : : • ' ; ' BAR ONE FOR EA. I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 U NRIOZ. REBAR, TYP. o HERNANDO COUNTY ONLY co , , r co HVAC CHASE I I . , '•, . • , . MIL VISQUEEN VAPOR BARRIER Fr_----- :. °I� _\ •. ` •r BASED ON I III II 1 N ; ; I 0'-0" I \' - ' "Alternate: - I LOCATION - I 111D.W.■ ' � I DII I � The reinf. bars shall be iv I II • ` • • Cont. around corner by cold I I I---- ; : �• r' r\ r'�\ r bending the bar w/min. 4,_0„ - - - - - - - - f - - i I -t -r - - - - I - - - bar lap of 25". T CJ CJ I 1� _ CJ CJ I TYP. CORNER BAR DTL. STEPS AS I I 13 I I D z _ _ : • STUB UP TO REQUIRED PER 1 I I - _ AHU FIELD i I I I III i CHASE TO _ - _ �^ _ - i 2ND FLOOR _ CONDITIONS I I I I ISLAND _ = ; '. / FOR A/C r : ■ SCALE: 1 1/2"=1'-0" ■ I PROVIDE 1 Y2' RECESS I _ ®— 1 FOR SGD. REFER TO KITCHEN L--___�________ -. - y I ISLAND LOW ' ' ' ' ' ' • TOP OF CONC./ PAVER TO BE 4" • • ' � T MASON'S SLOPE FOR I 0'-0" I WALLS 1 1 BELOW FIN. FL ■ SL P WIDTH 10'-42" 2'-34' 3, 4„ R9' 12 I -3 1/2' L o_ S3 N N C° �' I L I 27'-2a' 7'-7a" 19'-22 I S00 2 2'-6" x 2'-6" x 1'-0°' co S3 I I 2'-6" x 2'-6" x 1'-0" ®— I W/ (3) #5's E.W. PROVIDE Y2" x 9" I I W/ (3) #5's E.W. RECESS FOR FRT. DOOR (TYP. OF 2) ■ t i —CJ —CJIn' I S3 2) #5 REBARG - VERTICALS w/ .3 I I FILLED CELL 2 STORY Ak INDICATES FILLED CELL w/ 3000 PSI - I a) I I CONC. GROUT FROM FT. TO BEAM W/ : I C1 I 11 I (1) #5 REBAR VERT ABOVE SLAB TYP } j I @ ALL PLACES SHOWN HOOKED FTG. I I IV I C DOWELS 5" EMBED W/ 25" EXT. } 1 : oo A I ABOVE SLAB "GRADE 40 STEEL"10 - I �� I I ,-31/2" SLOPE TYP @ 1 I I I I M 1 OPT. DI - STORY I : — — — — — -- G--CJ— — o CJ 0 15'-64' I 4,,,:: 5, I„ c° °' 00 ( ih 7i 1 S3 :I00 2 STORY 21'-22" I 15'-71' 6,_32„M�a I 1 10'-0„ 1 1 I : (2) #5 REBAR I I I O I VERTICALS w/ in r ' 0 — — — I • ; W.H• FILLED CELL I o :'..... : �. �. .. N Cv 1 �1 . ■ ■ ■ ■ A TYP@1 S3 STORY f2'-6" x 2'-6" x 1'-0" J TYP @ 2 S6 STORY W/ (3) #5's E.W. 1'-8" 5'-58" 6,_68 , 6,-0" 6'-0"flie 1'-4" 4'-8" 6'-0" 6'-0" Ir 1-STORY 1 2 - STORY 27'-0" FOOTING 7. FOOTING 291- RAI 3'-0" FOUNDATION PLAN SCALE: %4"=V-0" CD z_M 0 (D z CO z� _Q a u) z Vn)' (D cn w p (D w ,� cn a 0 C) N P1 w F— c CO (n O O N N N UW lL 00 co Q� C le Q M Lo 0v ¢ d rn Q ® D'5 . N C-B D C - W79 R x �— ��c, JAI Lt W � im i_ z ;3 AI O°fm T� i IL To the best of the Engineers lkh4Qie,,info�nl,ata@� sTid belief, the structural plans and specff,taitcjr9S.toi�t'�med 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[V z 0 C:) l> U-) M Q U-)rOLn 2 Cl. V) � Q LL c/ U Q 00 Q E z WJ C:) d" oz o W� zap z� F- z oo�o zwwm �zZ J 00 O00 z r > N ¢o V �w ER � 5 ' 2: C N ZD - O �z U 3: O ct3 z Lu o� o z J � xOU v4ma a N A ` Z< W O .� Uw < z Q Q r z g� 0Wcy0u_o z a W O�i r-1 N Q Q z a F �LZ z o' U)z 0n o g = ¢ o +- 4 a to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. 6.0 I 71-I II I'Iul•Ip 1' II 'I I _ 111 • I'rt�n1�!Rl�tl j'Sfl'.! II I_. _ A J S6 TYP @ 2 STORY FT1GE LL 0 -n qT LL ILL w LIL LL FT8G 116 14 — — — — — — — — — — — FTF1 FTF1 N - 5 D2 a N_ N LL FTF7 J A S6TYP @ 2 STORY CO3 n D n L� UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-112 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH. 12610dx1.1/2" HTT5 3225 5/8" ANCH. /(28) 10dxl-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 1 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5550 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-112" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS nX!t HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1 1065 605 12-10d SPT24 12-10d P2 1 645 555 12-10d X 1 1/2" __k_1030 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2!' OC FOR HARDWOOD & TILE AREA'S & 24!' OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR;PLY PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) �T4 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN \dFTRUSS BRG. —CONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN LSTRUCTURAL SHEATHING :C:0�3CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'.0" MAIN FRAMING PLAN SCALE: %4"=V-0" 1 zo z� z Q r U, z V) (9 Qj is p OW af F- 0 V) = o r- m ti U W ~ E a)M Gc (O Cl) 10 N U dj N O o C lL co, co U83 CL -.14tf7 <C rn O :f rn Q o D® N w� 1 yyh fit,:} Oi� j co N�o ;aQa! s�sa� MNr f �+ o Z �z L e W �� mom. I� 10z i�, Z m. W n To the best of the Engineer's-; _ gwle , i L'oL'fr-iatton, ar e�\ belief, the structural plans an 'sy£Eeif)cations cont@ij1a41.k within these drawings comply with £ha°'�1Fld€icfa 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 v 1--1 4-J O N M p M Q U-) fO Ln Q LL z oC V CL 00 ca z W J � V_ oZ �s W� z a Ea z w ¢ ce W vzOp U Q uj L z� I �Z n10 z �o 00 z w� M W oZ %- ¢o QJ N ¢ U z r 1 ILL m -� o 0 O z w fu U_ o�z 0 a u— ¢ .4 O O w�pU N I� Ir zQ�J LL1¢¢¢ Q 8�mn z � to w��o w C U_L.0 0�u-0 —i � tL Q In z o o o a ,-i N Q z z ¢wZ Rz 00 N a z O 06 = ,—i a V) SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 0 SHEET NO. 7.0 CAA CJ3A CJ5A lylo--�,, CJ5A CJ3A CJ1A X Q M ` 2 U U D 1-§� V� a Mir U U D �0 �l 2 ry P. C- ` ✓�9 GTY(D2 D UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -1 Od x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dx1.112" HT75 3225 5/8" ANCH. 1(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 1 12 - 10d SPT24 1030 1 12 - 10d H P 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) 777 (B) r (A) `) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" I c� fM 0 z Q a Cz Cn 0 Q) Ow 10 F N 0 U I-- E 8 N M 12 vcMi osN — l'j p U W sL-00 cn Q n- 0 < 81. M ¢ o D. .,,FOP naE�ff9 � o� oJ,JE0 im •' �= cu ro LU, 0 �E�4, To the best of the Engineer's kriowa'pdge, IoformetPo `; "and belief, the structural plans and specificatioi1'8oiltained 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. C) z� O a� n ci, I> co a��'� C Ln Q LL Q \� V Q 0� 00 � Q E z�z � W �� J oZ LUC) LU Za f— w 8 K Z Q 9z�0 z�w� J �Izz 0_ g�Lu 6-o � z ED L M W }o N � s z L ! 0 o `u LL LL o - O Z<°a N N Lu a V- o�C z z �--1 2O gow LU a u- a�o�Z J r—I L j Q Lij z Qr dul Qwz N N Z � o' m Q Z a O 06 J Z ,- I a U0 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO. 10 SHEET NO. 7.1 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 �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O O © 0 0 O O �. 0 O 0 0 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 3F16-1B/1T 8F44 1 B/1T 8F40 1 B/l T 8RF40 OB/1T 8F321 B/1T © 0 . ' ' FORM & GROUT SOLID CU #5 BAR CONT. ,• 8F12-1B/1T O O 8F20-OB/1 T ® "V" LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT I U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = , W 8F16- B/1T F- J a Z n tNOMINAL, i QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS chi p ecasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 EBAR IN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° a O G ` G .M.U. #5 REBAR AT TOP 4 D Z a° G ° MIN.(1)REQ'D 1-1/2" CLEAR ° d G ° ° GROUT r J Q L e v_t h ° 4 C.M.U. 5 REBAR AT = — to I j ° O BOTTOM OF , vim) z w 0 o LINTEL CAVITY Lb, � —BOTTOM in¢ d 0- . U REINFORCING 4 a (7 U iL 7-5/8"ACTUAL 1,PROVIDED IN LINTEL z� O w 11 ¢ b � cN D D Qo �, Qo #5 REBAR AT BOTTC AS INDICATED " NOMINAL WIDTH (VARIES) u~) Lo X a 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 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 manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL O _L L L L 7'-4" LL O M11 LINTEL PLAN SCALE: %4"=1'-0" 0 z M 0 z� Q J M 2! 0 V) (D w M •U — O w .2 I— E �Vi o0 U t— 8 a) M M O o 0 _ UaN°�i s u_ Co inflo �a QQo �S.ZS N ® e / �1 a �46 Z`U) 'dl t I Z 'O to L V"-0LL Z L�� .m 5 •off -� To the best of the Engirt e�srknowl formatfpr nd belief, the structural plans and,"ec' , atigns co it1 Tied within these drawings comply'wR i6i 41brida Building Code -Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD zCN 0 0) n t> -tLf)MO M Q Ln a cn •L d- Q U_ ZV C)' I'a CL (� Q Z (� W _J0� d OZ O w 0 Za Z� <a wZa UZ0p ZLu W j Z Z 0 X W OLu j 00 WOO F L 0 o Z Z O ^, V/I Q Z g OR ' C G Lr) p a L Z � q U 7- J LLJ Lu ad I-_ ° o < Ftr o ¢ ki Z UOa'ma r4 J z¢o J WZ< i?aZ Q ���C) Z o b ce LU Z LU L1) W CY W� � � °: W Fa, Z U oU 4Q¢a r�# Q Z w i5 F z Z �-- oaLU N Z W Z �o a 0 06 g = Z rn ,-+ a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 3.0 SHEET NO. 8.0 J NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED E A . MANY F T 0 REPLACE CC -C AN 0 THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1,11.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE, AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. t 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. 3.2. 2 RAILING D Y TEM' ARE T BE DESIGNED TO WITHSTAND A ALL L NG AND GUAR RAIL S S S 0 HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5, DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / 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 �„ GROUT FILLED MASONRY: 3/a„ 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-1-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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not 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 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Sail 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpot� and mortar along the foundation perimeter must be removed be ore exterior sol�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildingg department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN S-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: I THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE T IS H CO C R 0 NGS CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAM ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM S, AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M 0 - o (D !� z V) Ut cn w - D u o~ ' �O~w ,V U oV) _ al_ 04 w v 8 m N M maco 0 O N U00 p7 lL oo U) CO � NN Q m C)v C) A, N-CAB-D-C '11* �qt qq9 c ... `•..1F+GI7i7SN 10 Y. w o 40 ' ` G =`�"- is o ;�'• `-' �.� V' Q � To the best of th ; Firi O Xkngwiedq,A4 ��'iiati , nd belief, i1bQia9idns tfted the structu raG,pV4ns a,,jjd�- conk within these drawings ct�ilinPt%with the 20,7,7��,t , Building Code - Residential 6Weod¢ Iih er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z N 0 N n I> -IV)MO M v) fa Lf� aZ cnd' V) O LL LIB fl. oC U ro a *-a 0000 Q C Z WJ l00 oZ o WX za �a „Z U ZWz¢ �=)zz �oL4w T V, W a -o -o(n p�, o L WM F"- In zz ¢ Z N g ^^ L / Q Z 0 _ C: ::D �w �f _ U pZ J r,r w0o� ~ Q)a,ma N ZaOc- WWW CZ, a Q o��� Z Z ^ r-1 2 � C, jj Q Z z S a F �yZ N N Z avi m � 06 � _ Z f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 C SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF 11 HOME H C G GARAGE SIDE O O O 0. 5'-0" Q — STUB -OUT FOR 11-011 o 0 0 LO GAS METER O ' o O � ~O (V = • 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. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O,C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-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 4� w 15/32" CDX < Q PLYWOOD OR 7/16" OSB + + + RIDGE LINE 140 MPH 0103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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" + + + + +++ +++ z+ ++ ++++++++ + Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3i4" 5000s 1.811.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,,good panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x — + 5/$" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking k i 1/8" gap ° k � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls oversquash=20 blocks and require additional wall or beam below, consideration. Check local building 171-0 code for appropriate 1/16" details in 4 One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam FILL CELL STD. 900 HOOK BOND BEAM U) w < > STD, 90° CONT. 45 CONT. #5 BAR HOOK BAR E IF#5 _-T- 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max � 4 max. 4 Clinch nails when possible Tight fit I L (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 1 3-16d 3-16d 14" 5-16d i 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing STIFFENER top flange of joist. WEB S R - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif 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 beam below Load bearing wall must stack over blocking and wall or beam below.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel `Non -stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D Id (see table below) DO NOT cut, notch 11 or drill flanges ..:. :...::..:... 6.. A 1 2" ROUND HOLE MAY J 6. 6., DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN12" 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 12" 8 V-0" I V-1" 1'-2" 1'-2" V-3" V-3" 1 V-7" V-11" 1 2'4„ 2'-9" 1 3' 2" 3'-7" Any 16" joist� 12 V-0" V-1" 1'_2" 1'-2" 1'-3" V-9" 2'4" 2'-11" 3'-7" 4,-2" 4'-9" 5'-4" 16 1'-0" 1'-1" V-2" 1'-LV-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1°-1" V-2" 1'- 3'-0" 4'-0" 4` 10" 5'-11" W-11" 7'-11"8'11"24 1'-0" 1,-1" 1' 2" 1,- 3'-7" 4'-9" 5'-10" 7'-2 , 8' 1p'-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. %" 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. SIMPSC w/ (22) ' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE I.0 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 Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR °• FOUNDATION INFO ° d STEM FOUNDATION —GRADE — REINF. SEE PLAN Fv%, k nHor-4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a d Q PVC OR SCH40 SLEEVE PLUMBING LINE d � 4'd 4 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 .a • c 4 C d C G c •• a SEE FND. PLN. SIZE & REINF. as 0V Z t7 — o . 93 <L E3 0- U) z V) Q) Cr, -I--' LU �6 p 0 0 V LU 1— a)M GLdM O O N U J= LL c:0 0 TWO Y Q rn U)0 O v rn ¢ o D. NC.H•DC i tf Q aM 1N— N O CAI z 0 4YTs Z I u siPito J oIL m Ilia a Z. To the hest of the Eng rr,��gG's kn cgjr�rration�+ belief, the structural plans )ielfrecifications cclpt0i4eJ within these drawings comply JvftlpIgrhtla EQ` Building Code 6th Editioo "E�igiheer's ' -Residential n.'. signature and seal is onlyfor the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z fV 0 N n F- 4 4-J O M O "­` z M d N z CL ^ tY U 0- 00 Q �. z § E fu Z WJ Cln d- J oZ 0 0 z¢1 g< wairX UZOp zWwY �xyy-Uz Wz Cc, LZU rn CL O! 20:J a�8 o8 00 � o L M w o� z O v ]_ (% � ¢ W z °C � 5- c _0 Q _ ~ o z U _ LUg LU � o F c) 0�Qo J U 88 Q Q Nr J < < ~ Z z LUr�..l UJ LuaUP w =l�<-�� LUo�Q Q ri N z LU g zQ � N z _C ¢ z_00 �- CL om- SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 1 0 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH---� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" Q.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER / SHJNGLE ROOF / 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL -TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER N TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 lu °_- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE yam_ D 6 MIL VAPOR 50 BARRIER C �r 4 II� I I P • • III= COMP. SOIL. I (COMPACTED TO 95% =1 I I =T=1 (I= =[Tf MODIFIED PROCTOR I I I I TTI 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 rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS z d ' . 41' sl • 0? SEE A/S3 OR JlS6 —�� I I� I I ►I I I„ , I II i ,1—"- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 Q \NU/F r1R FIRE PhAPZ -I M TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR d; #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS 2x P.T. PLATE TYP. *- ASSUMED FINISHED i a GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° p D o FOR CLARITY 00 I ° _ _ _ _ —III —III —I 11—III—III NOTE: 0 0° IIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII g I i!—III-1 1=1 11=1 11= N `FOR BEARING WALL I -i •- III III I � 1-1 � I -III— W/ UPLIFT ONLY I _ _ _ _ LI I I=1 11=1 I I-1(I-1 I I-1 11=1 I I-1 I I-111=f i I-1 I I-1 I I� I—f I I—III=_III III—i III-1 I I—i 11=1 I I FRAME WALL —III—III—III—III—III—III—III—I I —I I —I =1 I—III—III-1I1-1 TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" a ° °v GRADE co iT—it—ilr -_ -(1) #5 REBAR w/ OPT. ' }=11 f-I 11=1 i I- I i= 1-1 i I- 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS T co - -II� ill 411 ji III= �• : 1--111. �- SEE A/S3ORJ/S6--- -lii, Fl FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ —� THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T ° _ _ < 6 MIL VAPOR BARRIER / Ir 1 l i III 5/8"OR 1/2" HIGH STRENGTH ---'' (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2" 4/16"PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. = ELEV. 4-31/2" 1j, �31/2"MIN. A.F.F. p00 D D ' Z e -T D • e L TRUSS BOTTOM CHORD OR 2x4 BLOCKING 1/2" �/ -TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2) 16d TOE NAILS @EACH END 5/8"OR HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE X @ (2) 16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SPi w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'4'. @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 51MPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 211 ' WWF OR FIBERMESH J 1/L ,111111. - Y I--] 111 I-11 I 11 I-11 _ _ IT: I I I I=1 I=11I— r_ T I �I I I, I .7_T1; �1 I� I I , ,1_TI- ' (2) #5 CONT. 4" 1'-4" $" U.N.O. MIN. TYPICAL BEARING WALL (cry STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" �31/2" MIN. I It ° II1�11-11�'31/2"(min.)-4" 31 /2"(min.) - 4" =) 1=L�1 - • -) I l� (2) #5 CONT. r� 14"1'11� i 11 Irr8 - U.N.O. MIN. TYPICAL BEARING WALL @a STEP rcC SCALE:3/4"=V-0" S3 -2x STUDS @ 16" 0/C ,,,��' r (1) ROW 2x BLOCKING @MID HGT. NOTE: FOR WALL HGT. < 8'-6". (2) ISULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10)10d NAILS -SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE SPACE ANCHOR -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH PER MANUF. #3 OR #4 REINFORCING BAR w D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] Cl- �—III—I —_— M. W I I-1 D° I I I —III IT� L�)' T _ z t #5 REINFORCING BAR R 1 7/8" "' I I�~I11=I 1111111 —I 11 1I1 I I I_ r #5 LAP SPLICE I I —I fl—I I I I I I. l�l (2) #5 CONT. —III—I r T 36" MIN LAP [36" MIN LAP ON 3" CHAIRS II II QGs• GGN'C\N c E COMP. SOIL. (COMPACTED TO - � l -_ - I (T YI 8 1-4 8 95% MODIFIED PROCTOR ASTM `I— 11=1 I I—III=1 11=1 I I=1 I I=1I I=1 I'- 101, D1557) ,I �II I it I „�IT� I1-1 4" 1'-4" III LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE"'� REBAR DETAILS rF"' WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 O FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N- .� 10d NAILS TO TRUSS TOP CHORD , E AT 24" O.C. MAX. FOR TRUSS - SEE PLAN FOR CONNECTION INFO �M ° & LAYOUT DESIGN a ® _ t TOP OF BEAM vVa - - SEE ROOF PLAN oo c _ _ - -° A a FOR STRUCTURAL I- I I=111=1 I 1=11=11 III BEAM SIZE & r I i lI a' Q CONNECTION INFO M _ .. i I�I I F 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING CO z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� S D E W CHE UL j SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. SEE LAN FOR oLU w STRUCTTUORAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM � &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" q MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 112" GYPSUM WALLBOARD U.N.O, FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' ON FLOOR PLAN SIZE VARIES PER PLAN C CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRADE a �, �0 FILLED SOLID (SEE PLAN FOR - __ -_ = a Q L' ' 6 x 6 W1.4 x W1.4 ca ' SIZE AND REINFORCEMENT) LU I I I °• 1=1 11=III III —I' 0 _, _ _ d _ = T WWF OR FIBERMESH T M Z III I -III-III III— w 1 I_ I= I=III q ° /� BRICK PAVERS or SLAB PER p o I (III I • • °• ' Z a COMMUNITY SPECS 1-I-I—I I-•I— "- - - — - — M P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0, 1. 1. 0 CONT. BEAD SEALANT --� INTERIOR d -d - a -31 �„ � CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Od C d °° - 11=1CO 6 MIL VAPOR - =1i' - �— BARRIER - _ I I I'i =1 I I=1 I I I=1 I I - ;I I I I I IIII I I I I I111I I (1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0-0 FIN. FLR.� I —I =1 I —III —III —III I I —III—III— — W III III—III=111-111—III III=III III= FOOTING -1 I—III—III=1 I I -11I .III BEYOND PAD REINFORCEMENT -III-III-I-" (SEE SCHEDULE) 3" MIN• CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 - z � <t Ln Ut a-' uj CQ Q Q rw TO 0 o 0 04 U E M c7 C,-o2 _ ro CJ IL00 3 -00 03 o f� x Q rn 0 u7 O Y M Q o 13 N.0 B D C \. W � zR _ C� ','` J W � •» tn'y � c) t Yin �- N d To the best of the Engi •ef's ki`go �,d iFea I a belief, the structural plati5��,{� specica,a,Hon!r c8ntalnN�'�"� A within these drawings comppl{y1�te 2017`a�i°�• Building Code - Residential 6th Eiilt9oth/{'tlg'iil�er`s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� O�I� LO > O M z Q o Ul) 2: Ln 6 Q L- U- I—, a ' . MU�Q� o0 z r� WJ d' 0Z Za U) <¢ U¢o� U z y w C II_IJ . X, Q a��o UU J W N �Wo J Zo U zZ 5 zz 1 06 Ln 3: N Ln Z 0 o UU C: Z Lu = 1..� Q ® z 0 5Rz 0 U womb I~id< rj L.L z`44z¢ a¢<� o�P£8 z u- E wag z J � Lij w Cy V) ,—I W uZIU W g ,-� 44F zQ 4 VI Z < O �.y.� w J T J� Z n T--i a to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 O SHEET NO. S3 12 SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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 DOUBLE 2x TOP PLATE VARIES 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED EVENLY DER FLUSH TO OUTSIDE OPTION BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN ?x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER -F +� STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d 6 NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX _/ __ W/ 811 EMBEDMENT 8 X8 X16 K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) —� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS m mm WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d a a d p a O a d a g� STD.9THOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 4D OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. Q C w O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR--__ --TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ...,; GARAGE FLOOR TRAVEL DIRECTION OF ' GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d a a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -L' 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SAa VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) FBLOCKING RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END < WALL 4 d d ° w DOOR STOP a a v MOLDING d za 4 2x TOP PLATE N GARAGE 2-16d NAILS @ 24" O.C. OR0 DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT, REINF, INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 SIMPSON SIMPSON HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 0� 2-ROWS 12d NAILS STAGGERED @ 12 O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 54 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OD SIMPSON HTT4 TYP. U.N.O. SEE N/S4 FN�Nt^, ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. .. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL C P.T. -ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. ,—CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS alit SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE-7 I1� NAILS TOTAL) EA. SIDE OF 46, SPLICE STAGGERED • M ATTACH ALL EXTERIOR STUDS W/ W 16d TOENAILS TO 76P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rm SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON �uvlrovro Jrt SP2 SIMPSON SIMPSON SP1 SIMPSON- SP4 10c ST :Zl- M' TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON `SP4 / a b a._ d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON C SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON j SIMPSON SP4 SP4 SCALE: N.T.S. 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 112" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 9 A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 30LTS @ 24" O.C. �X ?X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 6" O.C. STAGGERED A T S AGGERED 0 o NTRANSOM FRAMING BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY l R SCALE: N.T.S. CD Z M a _ z CD z < o r V ) z cn CD vW wro • V a 0 w E -) un 5? tl1 o 0 l Ll I— E co co C m M —m C N —i; $ Ooo x__w00 U N Y co 1__ �' YO rn : a Q o ® 13 DPW N.C.B.D.0 In ZMrnp —'•J OCwN.- .. w LU • =Y �a Z IL La - I> I, CQ.�s To the best of the Engiiwrk�,r's i o9prl 'tlgg, n4?ROifi'�a'tTon, act ` th belief, the structural plans°apdAspeciflc-ltlefns cont',.; , within these drawings comiil� w'�ii: phe17Igikie'' Building Code - Residential 6th Edi ibirf, hgirieer s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. zo 0 N� > Lr) m C:)M DL17 Q� GL (n •L d' C Q LE CL M U fa Q00 Z W J d' J S Z 2O 5 oe o za !E¢ F �an V Z O O ZujW� w O� g /•� v, a o O v0 �o:o 00 U wWi N �o i- 00 oZ z o > N U � Z 5 z � LO o � J Q U µ0 FC�J 1- x < ;. LJJ QO X O U N o ¢ o zwp' wad¢ Ce < z o t2 Z w �, a�o:Z J v--i W 2:Q Q W Z Q z U, 8za owza �Lo v-i [ V Z QLUz a� N z LLJ J z 4 0 00 f = w n r-1 d to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 3m0 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () 0d x NAILING SCHEDULE FOR �� �� 10d x 1 12" AT EA. SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER 1 12' AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR 74 FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 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 EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d A @ 8'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 0 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 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 10dX3" @ 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 7 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) '� O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2114" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (d 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF 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 NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 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 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C SDS SCREWS SDS SCREWS TO TRUSS & (4)1/4"x3" TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10Aw/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J fV N SEE STRUCTURAL OUTLOOKER @ 24" 0/C SHEET FOR N M CO x NOTES AND NAILING TOP CORD X- X-BRACING, AND TOP , N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING co - O0 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" SHEATHING 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 (2)16d NAILS t OSB ATTACHED W/ 10d NAILS @ 6" O.C. • 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS - EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° l SECTION g 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1 odx3" o/c TOENAIL 6" O/C W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT '— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT'� at ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S'J 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 1--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 SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL r M SCALE: N.T.S. Sj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 z w BRACING w/(3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU nt--- 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 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB ` SINGLE "L" BRACING DETAILi6 SCALE: N.T.S. 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 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU 0 r o 0 v w o w m o x O . 0� U-1, o o T � o o T o r w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURERS 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 SRI 0 V z M oz� z� U) z C a) (DM 4--Jw p — 0 E v) U) C/i = U) 0 U LLJ f — p �M C CC M -m 'a M O — U _ U O aLL � o be �o Q rnr<C rn o ® pQp66t f��p 0 Y_'r9p aCVD "''Ph�d LL • Tothe best of the Eng 's k owkedjeGrTq ton,, , belief, the structural plant 14Ng�pecifications cogt jn�d`' 600,, within these drawings comply glm. a Building Code -Residential fith Editi0�i.ti�iiieer's signature and seal is only forthe structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r1j Oat\ U0 ­ 1(/)Mp M Q U-) �_ Ln tn a V) 8 I� L- Q Ln LL I- a ^ oC U Q 00 Z �S CD W J C:) d' J �z Lu za z g E FQ- wa�°' O Z OV O Z iLwq�q Z z /1� V ] adO�n 8 N 00 i 00 O z zo tU N � � z � �z� g '� C) z U _ 0LLJ _ro Z w o WW A J (V LL Zoo J w LL Z FOwK w St2 Z Cy at�°ate W ui W Q W C G a z aLL O Z.8 Y a w~~ ��z ,-� N m z CD rJ z LU z < Z g o r-1 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 0 SHEET NO. S5 ill lull l _L ��II- I LI I I 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. INSULATION — BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 518" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" 0/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 1x2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT co FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS in m W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT O OR FELT PAPER FOR MOISTURE BARRIER 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD— \ 11 � MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY I E qt_a d .d , . 6x6 WIAXw1.4 i �JI I II —I III=I I I I I II I° a WWF OR FIBERMESH -� I ICI II I II I I III : STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT — FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ILL v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL Uj CO a a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =INISH GRADE 00 I I 41'I . ,I I 1111,I I- III `-STD. 90"HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=1'-0" S6 PSON 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)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-----__ � xm 1 i, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" \\ NAILS TO STUD & (8)10d x 1 1/2" TO BAND —� JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE JIS6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48' 0/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 "6") NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.: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. Wl SIMPSON SP1 W/ (10) 1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T, PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A. dP to _a I I I ,.W1 1 17M. I I ICI I I I i II I ICI Ir (3) #5 CONT. ON 3" 8" V-8" 8� CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. B 15132" OSB EXPOSUREI SHEATHING D PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET C G FLOOR SYST M (2)- 2x TOP PLATE �C BEYOND I 15132" OSB EXPOSURE F SHEATHING LU SOLID 2x C BLOCKING @ ALL C SHEATHING O co EDGES (SEE OPENING SECTION X-X aU C x w x E H 2x STUDS LLUU BEYOND. = SEE PLAN o 0 co \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM %AIAI 1 1-1 r11ATlnK1 r11AnnAAA 4 FT. 4 FT. O 2 O 2 5 FT. 4 FT. O O O 5 FT. 4 FT. O2 0 4 FT. 4 FT. O O 0 4 FT. ROOF NAILING ZONE DIAGRAM SF�p �%Ii �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 NAILING ZONES (SHINGLE AND TILE) o J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO C SHANKNAILS) = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD o (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 W LL O Y � } Q � O F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH �FOOcn F O y m PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z LL w g LL STUD AND OR BLOCKING AT ALL EDGES. NWOO LL u A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" ZI"3/'4 ""S" = NAIL 3/8" PCING " S 1/2„ 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) Sd NAILS @ 3" 0 C STAGGERED C WALL SHEATHING INSTALL. vFenral"Inclaax; 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)10d x 1 1/2" EACH SIDE NONi'10 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 W1AXW1.4 `t WWF OR FIBERMESH .. . • A •d a •• E de . ° n: M -1II�I I—III_Il is . -III—I I —III I I d. `. =-I1IIIIEll IIIIIIIIi Q4. III I d_e' a A (3) # 5 REBAR ON 3"' HAIR 1 --gl 1 1 it W/3" MIN. CLEARANCE ALTERNATE FOOTING I© �1•, HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 (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 W �III1; ' �I2 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. L C9 .- Z m — o Z Z n U) z (D ^V^), w � p «U — 0 '�' E U W F — p — U (Dm C� ca m m a m 0 O ci _LL00 U -00 (n I n C:, Q o� Q o i A 1 B NCLLHnC /( t z, .w uir V �,�■j�'�.'fo _ o M a . ..O � o J JM -m- lty`'�' a �'a LLI«�A a «., Wd 5 �.. s. _ m t t m Q M\tom N �. ".0 U C a �t•'J To the best of the E ggr s'k 1Qj@, o atigqnrt4'$3nd belief, the structural pl;fi V.Ag�1 specifications cRntBjn'`ed within these drawings compl'V,% gthe O�S1,F dl Ida Building Code -Residential 6th Edition: "Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z � oa)N H Ln M p M �(j calm O Ln Q LL z CL c-00 QU>-0-00 E Z WJ Old d' oZ o W� Za F•- Q W U Z O p OoaU z W z Uo9Az 'd• KiJ m ��N 0 Lu i z0 rU �w g 1 Q e- z N 'a ~ g 0 0 O U = C3 L fu z OW o Quo Q L_ Wo86 N A Za�� W 0 J a�a3 N u W Ln Cy u- =<1 '_ Q Q Z LnF Z U LL `� a W~~ ,-i N N z Z (no atz � m :5 _ W00 a W r-+ a V) SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 3mo SHEET NO. S6 ''C_1 II"1j1111'I'LIIr1 ill' Irr'J' Jill l' 1 I I 11 r 1 1 1_1 1i'11 11 1 1 1 111 1 -ptif 1lyilmw e 11111 1 1 A ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 a VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER D ---2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE F CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN —ILIL WALL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 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 J" AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP FAr I 1A I I 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 112" NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr--� tCOMPONENTS VIDE MOISTURE TECTION LZATTACH /a' X 32" O.C. ATTACH ALL COMPONENTS 1x4 OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / SECTION VIEW "C" SCALE: 1" = 1'-0" / 1x4 GLUED AND NAILED TO STRINGER F2X4 DRAFT TOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G R 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (14) 1Od N M/2" N I AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) AT STRINGER CONTACT POINTS \ 11 11 "Ell N VIEW D SECTION VIEW E SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SCALE: 1" = 1'-0" TOP OF 3 �— STRINGER CONN. TO BOTTOM NEWEL POST LET INTO _TN — OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING El 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 j x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW 11G" BLOCKING SCALE: i" = 1'-0" SCALE: 1" = V-0" JOINT _TO )ISTS) NAILED AND TOP PLATE \ITO RIM BAND, J D NAILED TO WALL BELOW SECTION V V' v N D- D f 2X4 CUT ON BEVEL GLUED AND NAILED T LVL 1 3/4x 16" LVL DRYWALL JOINT (DRYWALL TO COVER JOISTS) H 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON SCALE: 1" = 1'-0" \ OTHER TREADS / 6'0 2X STRING R 3/4 PLYWOOD 3/4 PLYWOOD SYPB 2X B OCKING 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK ON DECK BEAM SIMPSON MTS 2 w/ MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 x8 SYP GLUED H 2x4 SYP BLOCKING FOR STRAP 8 SYP GLUED 2x8 BEARING IN WALL (14) 10d x 1 1/2" NAILS D OR BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ AND NAILED TO SYP 3 2X BLOC ING NAILED TO STRINGER FRAMING (14) 10d x 1 1/2" NAILS) FRAMING GLUE AND AND RI R 2x4 DRAFT 2x12 2x4 DRAFT NAILE VARIES STOP TREAD STOP 2x12 TREAD GLUED TO TO GLUED AND NAILED AND NAILE VIEW "H" XSECTION 2x4 BLOCKING SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO O;tsl STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 2' = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS V L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER -� FOR DRYWALL SPACING E SECTION VIEW SCALE: 2" = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN F SECTION VIEW SCALE: 4" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED U o Z Q a z V) (D vC w � p � O w ~ o Cfi _o 0 Co ~ W ~ po U fN') M C m M (6 R3 M O O p :]zs U_ 00 -00 10, fl- o o <Crn vi Qv �Q/T ®® - ff 45�.44F CC c0 a s Z N M W_ awIL To the best of the er Y �r°m! �jn'13 ion„ belief, the structural p nd specNiicatibfis cont within these drawings coAvU{+j,,v,1p�}51�e, Building Code -Residential 6th EFA41VN t��ineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C:) Z 0 n M > O z M QU0�11) n V) 'L V) < L_ LL Q ^ CY-1 U �OC) Q E Z W �� d- J pz �o za z �F Vz0° g0L4ZW TT V, R a��g oF�o 00 L o0 zz 0 N gz �' air .�� J Z Q U .� o� o AN CC LL_ are a �acCa Zaoa z a l7 a Q3 ono LL O W Lri d j LL a Q C J rl Lj Q Q Z nozo 2aa w Z ri N z ��.,,.. ce m N z W J o az 0 06 = n SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 O SHEET NO. ST i i I 11,111 11'II IT 11 11111 11 li 11 11 1 1 1 1 11'11 III.. 'IIIN 1! It I r I 111 1.11 I I I 1 ,.I 1, cir 1 ir I IIEll 11111p1g I _ _ I' II i L_ i i -- !I- — - _ ----- —t- — --- -- - - - - 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T.TO TO SHT. SDW2-K1 SHT. SDW2-K1 FOR CONN. DETAILS MAX. PROPER INSTALLATION 8" � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR TYP, ' (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16"� X 3" LONG FURRING 3/16 Qi X 3-1/2 LONG FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP) ` ' BLOCK@ SPACING „ DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST WI FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 ++ DETAIL 'S STD. 90" ` I U. 90°HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL Lj IF F/z NOTE: DOOR JAMB (REFER EACH END W/ MIN. 2" EDGE DIST. pQOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X4 FURRING 2X8 P.T. WITH 3/16"0 X 3' ' +2„ NOTC F� @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ w/ (4)1/4xl 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` INTO BAND JOIST & (4)1/4-V 314" TITEN INTO 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL L==±5- NOTCH WEURSES FIRST 2 COURSES K.O. BLOCK BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S, SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT n 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ° ^ .. < ...' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. ., . N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NITS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2 -6 FOR OVERHANGS BETWEEN 3/4"T01 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY kO� (2)10d NAILS @ 8" O.C. FRHgN TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + PLYWOOD SHEATHING FN C'TN 1+_ 011 5I_ 0II JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° • .. WITH 1/4" x 31/4" TAPCON 1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON TRUSS + SOFFIT + , . n „ A : . , P e p• 1'0 e d e [:::CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO ZX4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®° EACH TRUSS c e °c 9 H IN TOP o KNOCKOUT/ N — ° e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK � = PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) ° A CONNECTOR �® I D MONO FOOTING .> a. t, e VERT. BRACES WHEN HGT. OF AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24° BUCKTAPC- ( WITHIN 4" BUCK- JACKTRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I . LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 CLEAN FILL o e ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT • DIRT z TO BE INSTALLED 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTELJ ° STANDARD o e•'. , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90r HOOK N , TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD FOR OVER HANG FILLED CELL '•����_, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ��_ v ° o °� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° '� ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE; 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION,) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WH'ERE THIS CONDITION 1/2" NAILS STUDS & - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD L O "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_0 F F EPDXY MIN. 6" EMBEDMENT & < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE `" LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE •' EXPANSION STRIP U- p c) NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o LU A REINFORCING AS FOLLOWS: - — — — I— a �' 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT - — u � ° � = g � i(��-1 11=1 I —I I U_ a I- #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ;::<.:' :;;,:... : ,::;:-; .:,: ;;':=:::,. `: --III- v z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL o' -1 I I— — — ' I I— II �T Q - EXISTING FOOTING (Z) #5x6' IN CONC. FILLED CELL SMOOTH. DO NO FURROW. a ° DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT p ITf- GRADE o. iT- SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. v NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION, LEAVE SPACE FOR SEALING, 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. to _z M 0 z�z a V) (D w � a .O E o 0 CU w pEE (DM C co cum —m :S cM � _ U woo co o%Y iz- ao Q 0 &v < O B ®® N�C�H�D�C / z/yQ N_ � 19- ULL °°•, To the best of the•€ngineg's knedge,tinform belief, the structu�,=,+7�,lans+Pec,ficatioc� �ine� within these drawin gs'¢®,npfy`fiifh Q i'Y3�' on a., Building Code - Residen' iri�E�dii ion. Enng in� signature and seal is only for P 1t eerin g portions of the drawing pages beanngngineer's signature and seal. O oN Z O�r� H M O M a4.;- N (0`" Ln O Ln z Q � U_ SUM I CL 000 Q z E Z W J C) [t' oz o o' c LLI z d <¢ �F Q&�-, z8o Z W W z z a �gW O Z "00 0 o NzZ U °C g z o O � �a Uj U = O 4 ( �• CL < zo Q Y I~ Uj Z o e II� Lu W 0z Q o�£� Z w Ln ujo,�o f a¢�clo W (V <C a Z uj g~Z N z Rz Z m 06 g w = z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO' 10 0 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE IL NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS---7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. —� ----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -kwvAvI n 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX CB VV/ L.— IUU `Liv L—/9VI I I\VVV YYLV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLATE SSPFTOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: 3/4" = 1'-0" SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" ')IMPSON HUC410 wl 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE 17/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULEIPLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A CHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO, (WOOD COLUMN SHOWN) A � A SEE PLAN FOR h SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=1'-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GAB 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE F— SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2 SCALE: 3/4" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSOI OR IF 2 PLY LUS26 w/ (8) 10d NAILS TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH SEE 2/D2 FOR (IFLAG SCREWS INTO END OF EACH BLOCKING NFO) AWL INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.G. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ Z— (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" DETAILS &SECTIONS C9 zM 0 . U z� 0 __j cn U w U — u., (D-* 12 I- O C o0 U w h— min= O)M M C 16 ch = N Qj NN � '5 U_ 00 C2 Q LO o <C m rn ¢ /d ® NCHDC .� °.�. U) Z�< ¢d azeW ,,�a 3 WUNM F To the best of the Engineer's knbvll, I JJp>rgrtmu� ,`and belief, the structural plans and specificatibhs 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 r1j 0 � N If It-­1 ►�-IV MOG M Q� MLn a cn •2 d- cn r� � ii`r' C>L F- � V M Q � - z W J d' �Z 0 W Z Ca f wa-� o08 o o- Z W W Of -Zz Ch 0 U_8 00 Cn L o 00 z o Z N 0 18 Z °� z C U 7 N "a Ln CW Z Lu � Cn J Q W 0 I- W (r7 x-S u � m a � tV N zao� WZ¢ Q d' o�1� W �o z LU Ln Wa : , c ,—a w o Z ° a T-1 (V Q Q z W~~ M z rjj a� m N z z Z :10 a O 00 J = z uj rn ,-i a U0 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. D1 ups z (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 (USE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO (&(2) SEE PLAN FOR CONN. W/ (2) 12d TO T/B 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO 0 FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS ® ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. E EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ' '; SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN 2x #2 SPF STUDS @ END OF ( 3 ) INSTALLED AT EA, END .°• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB INF G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING S ABOVE PLATE TO STUDS E NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL •° •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING T2) 12d OCH NAI S TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM g��o•c• @ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS TALC. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID IS INSTALLED). = SCALE: 1 1/2" 1'-0" O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" 1'- 0" GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR 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 IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP JAMB STUD CONNECTION NOTCHED AT HEADER LOCATION 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BE SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN oao o°o o°o a°o w/(18) OF CRIPPLES IF LONGER THAN 8" TYP. 2 - 2 x 4 SPF E SIMPSON CS16 w/MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" ( USE SP6 FOR SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. CLIPS) NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° OD SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE — (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B H B C PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B T) (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) 2x TOP PLATE E F TYP FSEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4 x2 1/4 TIE BEAM \ MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS °u NOALS AT D BASE ON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. • . ' ' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ 2 SIMPSON HTS20 w/ T ) AND EXTERIOR ATTACHED PER NAILING SCHEDULE tj HEADER CONN. 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY.6 2 STORY COL. � GIRDER (IF CRIPPLES ARE LESS THAN 8" SHEATHING CAN STOP ONCE UNDER 7 SCALE: 1/2" = 1'-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" o•°.o a•°.o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS 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/D-2 FOR ALT. CONDITION. DETAIL TO BE (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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE LAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STUDS ° DOUBLE 2x4 ATTACHED w/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTEILL RIOR S 1 @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) PLATDE W/ 2 12dTOENAILS. EXTERIOR HEADERS ) 3" O/C F '�<XTFN �2xSTU�DS W/C2 CRIPPLES N O OF HEADER. ES 1 SILL PLATE W/ 2 12 d TOENAILS. ° ° �TF @ 16" O.C. () TOENAILS B INTERIOR HEADER Q/S4 FOR REQ'D JAMB@END O O E OPENING LARGER THAN 4 ft (2} 2x TOP SPLICE 2IjN A (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 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD ° 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ° 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" V TO BE INSTALLED AT EACH END. PLATE ATTACH Ile END OF OPENING CENTERED TAPCONS +.. W/NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK '20.d C @ 32x4 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 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a� 2nd FLOOR HEADER CONN. a� 2nd AT LEAST 4'-0°LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 jo SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = T-0" SCALE: 3/4" = T-0" U� zmE _ o z� z� a a.) C W � o O w F- o N M U O 2) °° a) C") W � — c�i C fii C ) N O M O O U� C,_ :5"00 Coo L Y u) O V ¢rn Sao AN ®m N C H D C �.�° *�t1t1 •��� 7- N PARME 8, y. �, � U).fELL w • LLW a 45 To ion, 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 r4 Z OIL ���o M Q41 U-) MLr) '�fi a. cn •� (U Lin zz Q L oC V 00 Q � E Z WLU Mj oZ o W za Ea F LLI oo08o W LD 0 w Z LD J T V' d UWI C 0 00 Quj i zp zz o > N Xz oC N� � U -p L1! W -0 CV z J a UU _ �W o* _� P OF 0 J+� a Q < oe �oc� L1v oQoa N t\ W u, � �ow� g��� Zao z W ago ,�--i w w Q �SZg a F ,-� N Q Z W ¢wz N Z = a Cyz co � = a z a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 O SHEET N0. D2 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r Orion i rv�a r Orion u��a `) WEATHER ✓E BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 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) SELF -ADHERED FLASHING E AM 01 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK nnII�I�),���)r INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH �HERED FLASHING 8 z re WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING L a SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground 7 O O O Water Resistant Barrier Lath Sheathing Stucco SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER , • low NOT USED • NOT USED NOT USED 0 NO FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No,15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all u, M 0 Z m Z Q a CX_ V) (D Q) C;, w •U - O m E o o 0 W o U C (6 co O O N 0D alowCl)k® -C U. co Cn me C,0l� s o 'ern �a rnQd NC- BDCj, O N 5 N N O Z Z W a) rn a M LL z -� O O /y LL. J U N `4 4C (2E: W - 171 K' N w d LU W E; <n m � ® z Z VA v N m q 0 '600 � O mm ZE �_ ��pp W NQcn `C C1 2E O cj 8O ❑ ❑ 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. C! 0 0 Z cV Oa)r�, > O Z M Q V (0 In Cfi CL V) .L V) 0 n a) Ln U_ I- �- . M ce U fu '-I 0000 Q C Zf° �- W J d- J oZ 0 w� Z0< <d w 4 0- tY UZ80 UZ< ��zz go Z Lu �Wo _..1 U B Lo coQZ O U r o f-' ��y� r Z w 1-L a LL 43., CZ G a) Ln O O0 Z i< fu w 'o 0 UJ o <Yr- X082 u�ma OQO¢ �V Wiz¢ -bg Z u � � O Z *'I a w w W J LL1 0¢1,� o r-I LJ.I Q Z v Q Z Y a Fa j¢Z r-I IN Z Z m C _ J Z. O rn ,-I a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. W P c� N 0 CL W O O <V r, a, UCD E Q�j�UCU� r ' 0^, L_ Q L- W March 20, 2018 C � O O L_ CU 0 - > O Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes . _ -0 E � Q To Whom It May Concern: L�� � O `�^ Section 2303:5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Tasting and Establishing Loads of Joist Hangers, Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services ([CC -ES) revised AC1S Acceptance Criteria for Joist Hangers and Sirriifar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However; reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999:5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEER AP dw(BDW Engineer, Southeast U.S. Branch Pagel oft Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972,542.0326 Fax 972.542.4139 wrw.stmnotie:corn z �_ O L� Q _~+ O L Q U m 0- o �- W Z� z SHEET NO. PA 1.0 .v":i; Wf .w ea5-' .�✓ .. -�gM_ ¢ v .,r. ��` ,..e:....u`z"" ...,.'AS:.. .., �.= •;v., .> V., f5'v 9 _ ,A .L t. . k, ..h--..r- � 'fi A3 FL17244.1 ESR-3455 A23 FL10448.2 ESR-2806 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218.3 FL10656.1 ESR-2549 HD26 F L17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10858.10 ESR-2548 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 S1M200802 HTT16 FL17324.2 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.9 ES-0130 HTW16 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM2D FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components fisted below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120481.1 +87.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2D461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) FL15279.37 +30.0/-32.0 Pat Clopay Building Products Residential WindCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors WB (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. tMNDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 165 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16916.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boni Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GuffLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ LISP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, th followin information must be available to the Inspector o p p p p e g n the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -F--a N U Florida Departrnant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detain Page I 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 limit Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 I/ m+s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw 1 m2 11=10 _ > (D Q � am �jO� c � V },a (D �✓ � U +'� VJ IC ; Tt _ V_ 2 O a. O � ,� O .}.0 4— '^ 0 =J V CU O 'h vJ U) O � t'f"" `/'� v ) _ ICU > O /L�� 1Z Pu2wbT42: gad! EmWLat 10 20 1 Galt lYa! version ttemdafdars[ Cellltrd 1ioWo�3Jyati aesd By y $ l A�ml $1M6. Revision 2017 Theme-Tru Corporation RideWrightL WW Lyndon 9 SrimMt P.E. Ryan J. King, P.E. 10/152017 07/172017 ta182017 iT/122017 Approved Caegory; ry: 8wr cops (419) 298.7740 PE•43409 (813) 7874)66S BubCaesgory: Swhgleg Exterior Door Assemblies riekw,lprwbldpwneu8ama. Compliance Mstcod: Evolution Report from a Dorn Floride Regletared Architect or a Ucw*W Florida Professional FJgInMr F1.1120411140 ProducesFLamial-R2 Aperoved for We Approve.$l� � palm ball Product MadN. Number or Nacre ID.� autolde 1Nw p� 1 p. Thermo -Ted Fber--Clank and Smooth -Star Nominal 88Edge &qurglass Ingle D quot Opaque 17/312020 No Veer No WA Conpceke Edge Fiberglass Single Door (Inawkg/OsmlaMdg; X oodquretlon) 119a im fe4sk HIItteC.Qi Oak )eta D�Ptnding IAIte. TYO! Version iteButamolrsL swat Egaioutifslla�a Validated By YaStteWl SI1hmISW f@aAgmargi Arolcmffi Stetrk Revision 2017 Therm-: :Corporation Bloc Wright Lyndon P.9 Schmidt. P.E. Ryan J. King, P.E. 12It312017 12/132017 12212077 Pending FOG Approve Exterior Door (419) ricirearvibidge PE-434W (813y 767-0656 SuDCaesgplY: ��� �� Dear ��� sebenb. Subcategory Cornplance Ns)hock Evaluatim Report for a wed Florida Registered Architect or a Licensed Florida Professional Regi Engineer red Arc PLA20491.R2 Csaffi Fm.La Rom 10 DolePs>�m to DM Version Mamma Calder Ena�e[311sa� Vsi�IDt V�f t i Aam"d ANN Revision 2017 Theron-Tru CogmaSon Rick Wright Lyndon F. Sdtmkn, P.E. Ryan J. Karp, P.E. 10/15/2017 07/12/2017 10/18r2017 12/122D17 Approved CoeegprY: Exterior Doors (419) 288.7740 PE-39409 (873)787-0868 BubCategory: Swinging Exterior Doe Assemblies rkkwiglwbldgamukams. Compliance Method: Evaluation Report from a mom Florida Registered Architect or a Licensed Florida Professional Engineer Produces .4iMltetdMl�a A0�1ffikLYM Approved.kCJ� k1Wr3 1�eiga $a.IL P� Model. Number or Name Product Description centered Expration Der In. OueskM XVf12 1 p�sega 6 1. Thermo -Ted Flb"umok and Smooth -Star Nominal 8SM39;0 aqum;NowImpod&quot; Opaque 17/31I2020 No Ya No WA Composite Edge FBeglm Single Door (ImwkglOuNwing; X mMquration) Fua20al ! bimor Data am ON"Psti9lna 10 yne version f Endy�BLkow Validated By vat Subm� I=Al�eral Aelassd 3l4�a Revision 2017 Themna-Tns Corporation Rick Wright Lyndon F. Schmidt P.E.Ryan J. King, P.E. 12/1312017 12/1312017 1212112017 Pending FBC Approval gangDoo(419) harbid40 PE-43909 (815) 767.8858 Category: ry-. Swiriornging SubCaespory: Swinging Fxte,ior Door Assemblies rldrw@rwbMOaorruNaMa• Compliance, MMMd: Evdustlon Report from a oom Florida Registered Architect or a Licensed Florida professional Engineer F] $T9!!] 62 golf Endbror gore !� Dar.Panndna 10 Ufa! Y�9n CdaDAMt E�LSL61l�a Vaaddw a Vsilde!!a 1 H A Ali" Revision 2017 Thermo-Tru Corporation Ride Wright Lyndon F. Schmidt, P.E. Ryan J. long, P.E. 10716R017 07/122D17 10118=17 12tiZW17 Approved Category; Exterior Doors (419) 29B-7T40 PE�3408 (813) 767$66ti 8uM1a0spory: Swinging Exterior Door AeeemMfee mdwr@rwblogconsueame. compliance Alstiewch Evaluation Report Win a corn Florida Registered Ard,Bect a a Licensed Florida PmNmional Eriglnw Amamffik[.IfMt Approved for 1mgeM pNlgg pElr odet, Number or Name CantrsM Ugirallon Date tg, VHZ g Jig 9 1. Tharma-Ted Fibs-Clwele and Smooth -Star Nominal 6&#39;8 8quokNon-Imped&r91p; Glazed 12f312020 No Yea No N/A Comp elle Edge Fiberglass Single Door (liseM glOutswkg; X configuration) FIl2W61•R3 S"s Fri tat 20 no germ Do phge V"on MWI C goatee � validated nor, Allow EtiDA�l A Stores Revision 2017 Tbsrme Tm Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12H32017 12/132017 12/2112017 Pending F9C Approval grogDoor(4t9) 29&•1740 PE-434g9 ($13) 787.6566 Ca Casco ry;.E'dSwirlornging BnbCaesgary; SwInplrg Exterior DoorAaeemb9m rltlav®mblogconwtlade. FloridaFRegistered Architect or a Licensed Florida caret proaeatonat Fsghnaer F1*29 l4U Sede Enft or RO gata 1 20 IYn! Yerslea M Cgffi�E EOaI!l1g3.1 ValMshad W )Cal(dated Snttml�d El�r.AearoYsi AnNt>z?� 1f�hk Revision 2017 ThBrmIFTN Colppradon Rick Wright Lyndon F. 9chmk1l, P.E. Ryan J. King, P.E. 10/18/2017 07/722017 10l18/2017 12/722D17 ApprovedICU Catogmy: 040dor Doors (419) 2WI740 PE-43409 (813) 707-86M Subcting": Swinging Exterior DoorAecemblies rMkw®rwbagooneultante. Compliance Mooned: Evaluation Report loom a Cop ProlmelocalFlorida ��mree Architect or a Licensed Florida FIs264614t2 Products Costley Asmara Assoreved � Use, Approved for Use bad Man Smv! Product YOdai. N°"err or 1Wna In XV!¢ Firestone 14 n. Thsmat-Ted FEar-Clark and Smooth -Star Nominal8&090 &quotNondmpad&quol; Glazed 1213IMM No Yee No WA Composite Edge Fbrglssa Single Dow 9 rLam4at.Ra +� EItfE�tgr Oak Dsit Date Poison ' IYAa liiMlka ManII�trIkL art Valet YalldJ:ad Submitted FOC A=md Amened SktrM. Revision 2017 Taerma-Tru Corporation Rkk Wrlgtd Lyndon F. Schmidt P.E. Ryan J, Kqg, P.E. 12/132M7 12/132017 1202017 deg FSC App. SubcateCategorygoryy: Swinging Exterior Door AMsnbltes Exterior Doom (rirkw@rxbMpeonsukanls (813) CMPOMce Method: E"K%UW Report from a oars Flmm Registered Arcmkd or a Licensed Florida FLa20411140 Produces FLA20461-10 products F1.1020481.10 Produces Professional Engineer QualtaCO>aYm00! Asorovad for Use, Approvealloruse, know Omlir Assurers Approved for UseAporaved for tlr lmma Pmallan ,OrefittAsoursosa Amcmad f9Lties A—,d.ter!!u ImQOm gangliaFI.s2&M14t3 Products Eli(! 1 Product Model. Nernlrr or Nam a. Thera-Trc FbaCtenic end 8maa@I-Stu Product Donscilodon contract E)MIFAd�oft Nompos to Edg:6 dge Fiberglass Shp Door &quotNOMmpad&qu� Opaque 12J312021 Competes E gnmirgrodtwap; X conllguretlon) in Na Yo No Dealan P WA INA B Proceed filadell, Number or Nam f. Themns•Tru FberClosek end Snx>oth-Bier Product Deacriscirkei Contract Explindlorl Daft Nornkal SM9;08�d;NoMmped&gsak Opaque 12131=1 Composite Edge Fiberglass Single Door 9nwriogroutewirg; X coMpuMiols) In.HVHZ Outside HVHZ No Yea Resistant Press No WA Slm2 9 I.Thorne-Ted FAW-Clank ate Smooth -Ste Product Dmpdotlon Contract Exchatinn Dab tbmkai 6&M;S &quotNoMrtgad&quot Glazed 121312021 Composite Edge FbegWm Single Door Orexlo9kl9: X wnSguraOm) In HVHZ Outside No HVNZ t pisonswIp Ym No WA slug* 14 Product Nadal. Number or Mawr n.TMmr-Tru Faer loeek and -She ProductDomwIldon Nominal 88139;0 Siquothion4nipactkuct Glazed! 12012021 Composite Edge Flbegkm Smpte Dam ��t� Aporoved III HVNIZ No for Use based Yac No Dollar, WA .Search 4[Itaft $"Mh Cri Onswk4rOuhwing; X configuration) Florida Department of Business & Professional Regulation Inge 1 or 1 Florida Department of Business & Professional Regulation Pape, m, Building Codes and Standards limit Building Codes and Standards limit Product Approval Application Datall Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Pepe 1 of 1 limit Florida Department of Business & Professional Regulation Building Codes and Standards Pape, m 1 116018 F1.0152254114 Product Approval Application Detail Product Approval Application Detail lift EMff$ or gate Do class Females Pak dada Endly or 01111 Pak. Doh Penman 211 FLa11132244 Iyge Vanden tkmdiagm ggygsi p, Validated By Validated Submttkd FEC Aoarovat Aauronrocl AMR ])rpm !(migo Manufacture contact Shalimar &Ll me Valdaed 0, VSIW t d Submitted PSQ Acemnal Aa>ttnwscl AMR Revision 2017 TMrma-Tru Cognation Rick Wright National Accreditation & Ryan J. King. P.E. 171202017 090212017 1=4=17 Approved Revision 2017 Theme -Ted Corporation Rick Wright Nadcnal Acped8a6on & Ryan J. King, P.E. t71LM2017 O921Y1017 12J22/2017 Approved Category: Exterlor Doom (419) 2WI740 Management Institute (813) 7674M Category: Exterior Doors (419) 2WI740 Management Institute (813) 767-MM SM End1vor 20 20 Does Parnmnc go 991112 State or go 10 Dab Poildiria 20 BubCaesgo y: swMpkg Exada Doakawnblies dorwerAtmoomerionts. EubhtegorY: Swbgirg Exterior OoaAeaemNke HdwarwbkigomwAwntL IYaa Ytt[akn Manufacturer Sgataet EDOI-3.Lk— Yamkted.Sx Yale $ubmWla FECAmoval Aagdmad $ubM IYnt Version Mmuhehrror gggtag[ EMtrnser 8 Liosma Vs11Msed By Yard Submitted SEC Approval A78orc,"'d I4esRm Compliance Maaod: Certification Mark or Listing Con Comptlwrse Muted: Certlfioedon Mark or Listing corm Revision 2017 MI V6ndom and Does amid, Stenger Luis Roberto Lomas Steven M. Urlch, PE 08113MD17 08/112017 08111=17 101102D17 Approved Revision 2017 MI Windows and Doom Bland SMrger Lute Roberto Lomas Saved M. Urkh, PE 081132017 081112017 001162017 (ONO2D17 Approved Category: Exeror Door (717) 3854= PE42814 (717) 317-t1464 Cals"V; Exterior Doors (717) 3W3300 PE-62814 (717)31741454 Fla1SM4t4 Products Subcategory: Sliding ExteriorDoor Assemblies beMingerhad,com BubCala": Sikanbe ng ExteriorDwAtmbi beetle �niwd.can ouaaNAMurenea Approved for the Approved for Use impanel ,DyMpg 9wttstAaetticat Approved for Use ADDr*Mf rUM bmw Do" Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from Affix Product Modal. Number or Name, )g t= Outside gym fkmtarlt PJ� $491 Product ModoL Number a Name Proceed Dessaffisdo, contract Expiration Oda inCulottes HVHZ lk4Idarit PJM*M Florida Registered Architect or a Licensed Florida Florida Regiearod Architect or a Licensed Florida 1 a. 8quotChnbGreaBquot and &quoteendmrdr by a/8 and so Opaque and Gazed FUrghse Door with 12/312021 No Yea No WA 8 e. &quotSnoofn-Saraquot and &quotBanchmadr by 615 and SM Opaque and GMzad Fiberglass Door with 12/312021 No Yoe NO WA Professional Engineer Proaedonal Engineer The"-Tndquo ; and without SitlsRm. hawing and Ouawhg Themne-Tr&quot and without Sideam. Inswing and Oulswi g F1.0153324M Produces Quafitv Amu Approved for Lae Acemoved,for tin Imoxt gyrNes FLIMS3324t4 Produces Quaft Asomenes Approved for Un MUM Dealer ANA Product Modet. Number or Name IlillYfS Oussw HyNZ Resistant yip � S PmdMUa" NunbarorName Product Description In NVHi Outside NVHZResistant Pressure SamhCdWo Search Cdtelk 3 9ERIE8420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312018 NO Yet No WA 4 SERIES 42DALUMINUM SGo REINFORCED SERIES 42D ALUMINUM SOD REINFORCED OX, 12/31/2016 No YM No WA 146-014&quotx%&quot XO, XX 96&quA7988quuot Florida Department of Business & Professional Regulation Pape, m 1 Florida Department of Business & Professional Regulation P.P l d l Florida Department of Busing & Professional Regulation pupa 1 or l Florida Department of Business & Professional Regulation Papa 1 d t Building Codes and Standards rs2ple Building Codes and Standards li mle Building Codes and Standards li mte Building Codes and Standards limit Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail FIA527lioN 1 J3dtl111332mlit4 J each Ear flak 20 Date Fondest COW EDft gate Rork Do%P"no 20 22K Enft or 201 gate DO, Ponding gate 2M Enft 29t 10 Dids Females D.ow Iyaa version Manufacturer Caused EDg1ieser4Li1amm, valkleadBy Vattdsitd a 1Ria>tD.,WW Ar12Dmd Sfaka I1me version lkoire.krai Srgntwt sgarlsai&Lil VhuddwBy Validated Submitted FEApproval Aga®ad &am Irk YaMkII Mmlalactu C9rset Englon[S validated By Validated Sallan FBC A-Yowd Approved $tatrk llrss Veralffi MIg{dLkQi Crashed EggInalL & License Yid By Validated Submitted P9 AgO<o'Y Aanro1LM1 Sick! Review 2017 Clopay, Building Produde Company Mark VVesteftid Imaak Testing Services NA, Gary Pkwhbr 11292017 06fl OW17 12105/2017 Approved Review 2017 Clopay Building Products Company Mark Westerfield Intertek Tatting Services lot, Gary Pushier l I29/2017 08/102017 12/062017 Approved Revision ZD17 MI Windows and Doom Category: Exterior Doom Subcategory: sliding Exterior DwAsaemblie Corns- , Mearod: Evaluation Report Iron a Blum SNinger Luis Recede Lamas Saved M. Urich, PE (7f 7) 365.33W PE-62614 (717) $17-0464 beMrger®miwd.00m 081132017 08/112017 081162017 10/1012017 Approved Revision 2017 MI Windows and Dom Category: Exterior Doom SubCume": Sidug Exterior Door Assemblies Compliance Method: Eveeatbn Report from a Brent Sllinger Lule Roberto Lomas Steven M. Urkh, PE (717) 365-M PE-02614 (717) 317-BW beMngar@mhvd.can 06/13/2017 W 12017 W162017 10/102017 Approved FL#l5V9,R5 Category; Exterior Doom BubCologory: Sectional Exterior DoorAsnmblles Consistence Method: Certlflcefian Mark or Lletkg Produces (613) 770$p82 Inc (513) 519.6586 mmoafticlCokpay.00m R.011527114til Code": Exterior Doom SubCaagory: SedbMl Exterior Door Assemblies Comldtenoa flednad: CeNBcedon Mark or Listing Products (513) 770-6002 Inc. (513) 519-8586 mmeaarfloldilidOpaY.00rn � Florida RegMaredAeheed or a Licensed Florida Florida Registered Mimed or a LloomeW Florida ProasNonN Engineer Pmass(aW Engineer casein Aasurencs Approved for Um Asiorwed for lies Impact DGWM Qualb Assurance Approved for AporiendforUM lmpJt&t DOOM F &%13ZR4 Products ggg•g Proceed Made. Number or Name Product Daveriollon Contract Expiration Dab In HVHZ Outside HVHZ anwo Pressure AMA Product Modal. Number or Neseve Product Dometallon Contract Expliation Dole 111= OutsIdAHV14Z dte1Fisb& pno mrs 37 037 W&09 PAN-2F161:84A, 94. 73, 76, 1600, 190, 76, Steel Pan (min. 26 ga.) SingleCor (up to W(r wide) DI212028 No Yam No +30 PSF/-32 53 063 W6-16 PAN-2F153; 84A, 94, 73, 75, 1500, 190, 4RST, StMI Pm (ma. 25 go.) Double -Car (ST to 16'0- 05r211:2M No Yes No +30 PSF/-30 At a. Product Meld. Number or Nacre SubWY Assurance, Product Dessarlotim Contract Expiration Dab Agproved,for Use Approved for Use In.tttlil Outside HVHZ )pg)ssa t3n gesiet Fromm am $ Product Madol. Number or MM GUA Mr AafurerNa Product Dmrbglm contract Expiration Cato Approved forg Anpraredfor the In HVHZ out" f "DW ! Dookn prmum 76V, 4RST, 4RSF, SRST, BRIEF, 2RST, 48. 42, lib, 486, 420, 66S, COW GD6SV, GR5S, GR5SV, ARSS, AR5SV, WINDCODE&4174; W6 Camp Door PSF 4RSF, SRST, SRSF, 48, 42, 66, 48B, 42B, 668. GOES, GD5SV, MS, GR68V, ARSS, AR53V, ED58, ED5SV wide) WINDCODE8a174; W5 Garage Door PSF 1 SERIES 420 ALUMINUM 800 SERIES 420 ALUMINUM SOD OXO 121312018 No Yea No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OX, XO,XX 12031=8 No Ym No WA ED5S,EDSSV 14"44liquoi?EO&q,ot NON4WJNr-ORCED 988quotX608grot NON -REINFORCED 0 Florida Department � Business &Professional Regulation Building Codes and Standards Pegs 1 a+ 116=18 Florida Department OF Business & Prokssional Regulation Building Codes and Standards Pars 1 m 1 162o1e Florida t of Business & Professional Regulation DepaMlen lug Building Codes and Standards Page 1 m 1 V mle Florida Department Of Business &Professional Regulation Building Codes and Standards 1/62018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail cnslue»a ask Iyli! Version Revision 2017 Monulacturror MI Window! and Doors Csesgory: Exterior Doom BubCaesgary: Will;Exesrior Dow Assemblies CumpanM Maerod: Evalation Report from a Enewor slickest & License VaOdatedBy Brent SB3rger Luis Roberto Lomas Steven M. Urkh, PE (717) 365-M PE-02514 (717) 3174454 beMrger®mhW.cam R a gate DWG Velidetnl Submitted P.Sr.Approval 081132017 Ml l/ 017 08/152017 gate Aeailmd 10/10=17 Sick! Approved FLa2614R20 20 IYn! vnsi9a Revision 2017 Manufacturer POT Industries Catapary: Exterior Odors Subcategory: S" Exterior Dom Assemblies Compliance Method: CeN lksho n Made La left EDUWor Contact EggtaeacAJ.Nmme Validated as Dean Ruark Miaml-Dodo 8000 - CER MW&Dade BCCO - VAL (947) 4�•01 W (7B8) 316.2580 druark�pgdndasbka.com gat& 21h 1Data Parldling Valkkbd Submitted FSQAo—al 12120I2017 112820t7 !lot& Approved 12252DI7 Stagk Approved "152747 Cade M121 Woolen Revision 2D17 Marsullueturar CURRIES Division of AAOG, Inc CsaBary: Exactor Doors subcategory: Exterior Door Components o Compgres Mdhod:CeN6cdlorr Marko LtrtInp Emfivor Contact Enakrer&Lloamo Validated By Dedle Dave UL LLC Tad Sermon, PE (641) 494-2844 (305) 86"707 eve. lo® .ce m 291 20 Validated Submtftad 11/ Mile 10262017 Dais Pending Rik FBQ Approved Aglasdffi 1210521117 all" Approved 1R, 220 mm Y4k10h Review 2017 MMUbeAM MI Windows and Doors Caagory: Windows ndows Subcategory: Smote Hung Coapdhnca Method: Camaeedon Me* orLlWnp Erdsly i contact Enaasa&License Validated By Brent Skinger American Architectural seven M. Ufich. PE pi7) 3653300 Mufedurere Association (717) 317-MM an bsMnged@miwd.eam gate Zak VaWletet Submitted 1229=17 12/132017 Dam PNWIN 20 PSIC Approval Apprnrffi $taHk Validated ub — Florida Rogetared Architect or a Licensed Florida FLa115374t7 Preduda FLe17411116142 Prodtres Professional Englneer R,9261 FLe1633242d 1�a Products Product Model. Number or Nam Quality Assurance Aperavadfartin Approved for Use tn.HVHZ IMR 9d t Deletes P3MWk Seta 10 ProductModd.Nurnhsra,Nygq Product 0 (dale Missile r NAMpacQ castles Aswrenca Vinyl 8ddio9 Ohm Door 04N42021 Anpraved for the Appeared for the tires p YM Yee nla. d >lt Ym gg)pp Pi�lnR WA S4g.8 1 ProdudMedal.NUMberwNm 607, 707, 727, 747. and 847 Single and Pals a Doors P p Flush, Gazed, and Louvered dingle and palm of 12131202E hollow meal doors. Approved for UM Approved 1,MW Yes for this lmpp g ! Yea Yes onk3n P[�ure. WA Aga 2 �mtMedol.Number orNacre 185 SH Quality Assurance P 6ZM FfmFange From IGISG Single Hung 10109,2018 Approved for UM Approved InHVHZ > No for Use fro" R Yes No Danish P.mWrs +801.80 5 SERIES 420AWMINUM SOD REINFORCED SERIES 420ALUNNUM SGO REINFORCED XXX 12131/2018 No Yet. No WA Search Cillarle 1438quIc"988qumot, < code Version-, 2017 251.10 }(^ Florida Depaftrr]ent nt Business &Professional Regulation Building Codes and Standards Ppa i m i limit Florida Department of &1sin888 & Professional Regulation Building Codes and Standards ra0e t m t + 1e O 11+ W Florida Department of Business &Professional Regulation Building Codes and Standards pap1 of 1162018 Florida Department of Business &Professional Regulation Building Codes and Standards Fag., m 1 limit Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLA1534140 B,a2& 4 V / Rags ]jrsa version M EOWOLai Shc>f�t Enaknser&IJmmM Valldaesd By oak bm velsiWA $ll4mttteQ F 1ffia t Angrs>ad Slake flak ]VYn$ VBrskB Manufacturer Eft Stainless, contact Validated rlv )rota f;0 YJIMataa Sam l��m ray lRf�lktM AggffiMa NNW ICU P1l1d2tt:64 Fl,lfa27m►R6 .Calk Iyag version Revision 2017 Manldk9ttl[4L & Cdoing Products Company Category: Endmlor Door Subcategory: Sections] Exterior DoorAssembliesnvm s Comptioneliethod:CeN6catlanuakorUsting Enft carried Egger validated By Mark Wader0ekl Intertdr Testing Services NA, Gary Plushler OB2 I.C.(513) 770A(513) 519-8586 marSetdQdopsycon fork gate Dole Fingers Yatldatad f l 11292017 08110=17 Rdt Aaa�l 12/D5=7 Steha Approved Code lYna Vealgn Revision 2017 ltangkWll[M Clopsy Building Produces Company oy: Exterior Doom ubCoepory a: Sectional Exactor Dap Anemblks SubC CompWnce Maned: Certification Mark or Listing Entity aegtasi EBgI ValMafaf By Mark WeaarMM In Break Testing Services NA, Gary Phnehlw {513) 770.8062 Inc. (513) 5194I5B8 rrnlsebe6euMdopayoom 20 Ra Date Pending v $ 1 11129=17 call Dole. Aaatovoa 12/O&=7 $ta4k Approved Revision 2017 MI Windows and Doom Category: Windows SubCaespar : Fixed CpnpDlhllcp Ysgrod: Ce Mark a UsftCodificationMe* Product ModN.Nnnber or Nam Brent BMnger American ANhl eduwl Steven M. Udch, PE (717) 36543W Manufacturers Association (7M 317.8454 beeaeger�ndwd.con QuallbrAssiournsunce Product Dooloriation Contract Expiration 124312017 12131/2017 BOprovieLW U" A Dam In,Kv 01/042018 —ad for Its haul Outside, Resources Approved option P1ae&grsProductnosceAtion Revision 2017 POT lndusWft Category: Wadowm ComplaSubca: Fbsd nce Method:kpay or Listing Dean Ruark Miami -Dade BCCO - CER MiamFDace 9000 • VAL (941) 485-0100 (788) 316.2590 druark@pgtindudnes.com Qualm; AWHWfd 12202017 12/082017 .for In mm oubklo 12125017 UMW KMHZ Rftlobnt Approved 20111110. PwMuro � O L fiat GruINV AMurenM Product D Wdo n Approved for lln Approved for the Ia!!mZ 4ulaide Ji Impact )ice Dookan Pliagrs Sea! Pinductfillociallo Number & Nomw Quaft Am OonbmdExWnd=Ddo ADINceredfortheo Approved for Use 1. HYM Odd Imp&! Btmtehook g*Bbn PJ1MNm 1 iSOPW 73 x 72 Insulated! Glen 04/0312018 No Yea No +ewo 9 PW-5520(Large Missile Impact) Vinyl Feted Waldw 04130t= Yes Yet Yea WA CV 66 G85 We-09 PAN-2F163; 73, 76,114A, 04.42 48. 428, 480. Sae] Pan (min, 25 gar,) Single -Ca (up to 9%r wile) 05212628 No Yes No +38 PSFH2 102 102 Ne-16 PAN-2F163: 73, 75, 8M, 94, 42, 48, 42S, 488, Sad Pan (rdn. 25 ga.) Douba-Csr W7 to 10-2- W21=28 No Ym No +37 PSF/-41 4RST, SRST, rWS, 0158, AM, ED58 WINDCOOEWI74; W16 Garage Door PSF 4RST, SRST, GOSS, GM, AR63, EDSS wide) WMmCODEM74; We Garage Door PSF O 0 Florida Department of Business & Professional Regulation Pairs 1 m 1 Building Codes and Standards 1 aria Product Approval Application Detail '(D^ �V Florida Depart Department of Business & Professional Regulation Papa l m l Florida Department of Business & ProfeBsior�l Regulation raps 1 m 1 Building Codes and Standards Vamla Building Codes and Standards limit 41 /'Y'1 a ■ ■ Ca9a EDSB[sr .gate � Do* pending ggg Product Approval Application Detall Product Approval Application Detail IYJg Version Revision 2017 M mdutum Therms-Tru Corporation Caegory: Exterior Doom agme9t EDa validated By Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. (419) 298.1740 PE-43409 (813) 787b565 Validated Submitted 1g/1820/7 101111=17 FECADDIWd Approved 10==17 121122017 $dlka Approved W g ];yga Version Rwbbn 2017 More PGT hxdusiries Category: Whitlows Entity y or Enpkwr a Llcvme Validated By Dan Ruark Mami-Dede BfxO-CER MkmWods BCCO-VAL (941)48"100 V86)315.2590 gnoDnetPspraM Validated Submitted FWAinarmad 12rMW17 IZIDS'1017 gata Appro, 12252017 $ Approved FL116Mf.ItS Code ]Vag Vemjgg Revision 2017 Manufacturer MI Windows and Doore Co%gory: Windows Eney or Contrct Epps Validated av Bred Stenger Aredcon Architectural Steven M. Urkh, PE (717)385-33W ManWadurmrs Aeaockdon (717)317-846t oak 20 Doe Families Valkloold ,SUIaadImd PSC At orovd 01/032016 011032018 ggk AD av d2111111 Validated Fib SubCaesgory: Swinging Exarkr DoorAmanmblies Compiler" Method: Evaluation Report from a Florida Ragiearid Archlad or a Ucansed Florida Professional Engineer dctm®rwbidpooneueamts can Q" Subcategory: Single Hung Compliance Msarod: Certification Mark or Listing dmrl�pgdodustrles cam Complancs d. G Mstlwfflkd n Mark or Lhtkg INS . Aw productMorhl.Num berorNorm Quft ComodRM "mDow Aggrieved ..ig..UlQApprovedforUm in lmhk9t ) Doescar, PMNM Z PtatAjfl.Ra Pradppl" 1 a. &qum;FbmClamkBquot, &quot$MQ*sw&qud;, 68a39;8 &quotlmpact&quot; Glazed Fiberglass, 12/31=1 No Yes Yes WA Q tau 7 SH-560e (Loge Missile Imp2r* Dudlr AMurencsAsomovidligrUn Product Dissertation Contrast EXWMW. paw Vinyl Single Hung Window 07narlm Approved for Use WARS oubomHYM YM YM lmeagd lkabbmt Yea Damon Pressure WA 229# 1 Product Model. Number or Marma HS 188 Fin and Rage Prams Oua9lr Aasurance PnXkntl 7342 insulted Gam 02118I2079 Approved Our ties Aparavul for Use In Outside NVHZ No Yes tm@ata RMNM6 No gaalon Provisions +6Nd6 &quokg%umIoCmft&quot or&quat;Clm l.Cmft Ruetiaaquot Single Door- 99 Inswing or Outowing Cmfturdlon a SHEET NO, PA 1.1 &rY<iing Codas u>d 8ta,tdrds axmu hi$btlsl RegulaitaL Codes and 8tand.rds P+pP+ at ++++++++ Fkxidal of Bwirless 8, Profeeeiatal BuYding Coda sltd Standards �ueaere Fbrlda DepaM,eld of Buak,ess 8 Ploteasionr Regul�on Coda and Standards F+a.1 +jai ProductApproval APPn DsfaM Ptaduct Approval AppNcatloa Ustaif Ptoduat Approval AppDadiofl Data1N Product Approval Appnpvtll AppNaalbR DstaD ts�u� sine ttrtMLae Dell are artFOamm rots t�tis�u store ore atle awrxma are is same sttlMLae no no oeeeewara step rs sdlu tlallut are BIM sMpelsama are N N CI) C13 U N O� L N CL 0 co � Co Ca � O O O O Q) C O LL .� -0 E p L L Co .� co aa� 9 ■ 0 r�^ v J U O L� U U m W Q Z z Q J e. SHEET NO, PA 1.2 Fklfida DepaeCflant of Bushels & Prohasicnal Regulatlon ►.a.,at Fb,ida i of 8ltektea & PrWkift o co >m room remrars salm taeMastsMem. SlwelNlil lMrtera iMmM EIRAomd rCn oduct Approval Appllaation DefaN product Approval CIO (D CL -M.t Law tRMa. PolypropykllY PlrMIo.IbavPIM mrtoreDla No Yes No ta7.aRp7.Cn on Page t a+ Building Codes and Standards t1s7m+a Building Codes and Standards +�+a Balding Codes and Standards varm,a Building Codex and Standards +�+e Product Approval Application Maall Product Approval Application Dehll Product Approval Application Mfall Product Approval Application Detail &� Fr�L.4t e.t Pet: !� PF�Im !� , sdt9e !?o ,� lt�stllsn ,� » �9e Ear sNn ,� �..Pending l B,st rr29a Entity at ,kfs l� ode PaNall 1?�a 1)t9a Y9014D !N EBtloeeLrtiLlramt vrlawe By !!lYl� SYt� Plae9Pn[mul 6PDLtZtlf EbgLL � )(salsa Jl91Dldegglltr [.$1N�! vrMeba as Validated FBC Aoapvr Approved '$Este �! YWtID a jilififiddleasifir EmtlMt[&Llraget vrb.ba ev YaV9tba 5u0Dtltl� 1�&,Aaam)rDl B�tffi status fit■. Ymiga trlBYft4giBL � Fatiwe[B.LI�n vrldseal By Ydl� $Nf81�9 FBS AggBnil Agg[mrall �. Revsion 2017 Borol Roofing IMonbrtJhUN Thaneb Jammed IAPMO UnBotm Evaluation Gary W. Walker 1N182017 10/08l1017 tORi12017 Approved Revision 2017 l3Wbe1 Protsdbrr Produce, LLC. Tfm RoblrKon WrtarA Taa Jr., P.E. Jahn W. KneaeNch, PE 091DBI2017 08r81fm17 09/11rt017 12I7217A77 Approval RevNbn 2017 Global Protection Products, I.I.C. Ten Robinson Walter A TIM Jr., P.E. John W. Knezavkh, PE 09108P1017 OB/S1l10f7 09111lL017 1277212017 Approved Revision 2017 All American 8hutbro and Glace Mike Bad,bd Frank L. Bennanl0. P.E Troy Btshop, PE 10lL02017 Re,Appty Celegory: Rcaflnp (802) 289-22e8 8arvbse LLC. (206) 854-0y■ Category: Shutters (98�M1) B8&7645 Pt-44t87 (984) 772-8224 category: 8hu8an (964) 889.7645 PE�4t87 i954) 772.8224 Cabgory: Shuaara (may) 712-g882 PE•0045549 (954) 947-0880 Subcabgory: Rooerrp Tres Brortbs.Jsmmei■boraLco BttbCabgoq': Storm Pprele ari.roppenturom Subcategory: Storm Patrols tlmrobinsan®gppentoxn SabCebgay: Storm PanOb alNmedcanehulb CumWNnee Mkhork EvabMtbn Report from a m Compliance Mearod: Evaluation Report from a Compiance MtBrod: Evaluation Report from a Coagitlanp Natlrod: Ewluetlon Report from a ro.eom N 2-6 2 M (Q 0 (� O 0 O O � �. O LL � .� -0 E ICU p LL^ >. i L 0 `V O �^'� S..i. ■ 9 C O U ■ Search Orleans O W V > O L U O V �/ / W V cal G Z Z Q J e. SHEET NO. PA 1.3 Florida Department of Business & Professional Regulation Pape+ a+ Florida Department Of Business &Professional Regulation rge+ a t fbrida Department of Business &Professional Regulation Page 1 a t Florida Department Of Business 8 Professional Regulati 0- Product Evaluation Entlgr Florida RepNbrod Architect ore Licensed FNritla Florida Registered Architect or a Licensed Florida Florida Registered Architect CIO >ie,D,lC ProduetModal. NDmhara Nema. � Approved ll0� � � AEgrgYt0 for Use Approval for Use E®gtgt S�.i�tAetlEPtDFt. Approved WAt4t Realm AggLmLttl,for tao&Mh cAtum Search Crank Search Cribeft rap aonnaaor plate 01N1r2023 Yes Yee WA W(D is (D CIO ;yggt ProrArel Medal. Number arNama � $ Resistant 1�Q Ott Product Yodel. Number a Name „� gll>iellreHGtlResistant i PJstM■ Quality Assurance Approved for Use � Approved for s • V E