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HomeMy WebLinkAbout3025 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN — 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS _ —TT SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS T S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS ABBREVIATIONS D1 SECTIONS &DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room D2 SECTIONS & DETAILS C A/Air-Conditioner A/C Adjustable Ft. Foot/ Feet Rad. Radius WP WATERPROOFING DETAILS A.F.F. Above Finished Floor Ftg. Footing FIX Fixed Ref. Refrigerator Req'd. Required PA1.0 PRODUCT APPROVAL NUMBERS A.H.U. Air Handler Unit PA1.1 PRODUCT APPROVAL NUMBERS ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet BF Bifold Door G.C. General Contractor G.F.I. Ground Fault Interrupter Rnd. Round R/S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBER Bk h BookShelf Bm. Beam G.T. Girder Truss SD. Smoke Detector PA1.3 PRODUCT APPROVAL NUMBERS Bot. Bottom Hdr. Header Hgt. Height S.F. Square Ft. Sh. Shelves B.P. Bypass door Bearing HB Hose Bibb Int. Interior SHT Sheet S.L. Side Lights Cir. ir. Circle Clg. Ceiling CJ Control Joint Col. Column K/Wall Kneewall K.S. Knee Space Laun. Laundry S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Comm. Community Comp. Compressor C.T. Ceramic Tile Lay. Lavatory L.F. Linear Ft. ILL Lintel Length TB Towel Bar Temp. Tempered Thik'n. Thicken D. Dryer Door lve LT. Laundry Tub Mas. Masonry T.O.B. Top of Block T.O.M. Top of Masonry 3 Dec. Deco atiDB T.O.P. Top of Plate Ded. Dedicated Outlet Dbl. Double Max Maximum 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 cc"I D.S. Drawer Stack M.L. Microlam U.C. Under Counter [.l D.V. Der Vent ry Mir. Mirror UCL Under Cabinet Lighting � D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise 9 't' Ea. Each E.W. Each WayN.T.S. Not to Scale V. Shower Valves VB Vanity Base Zo Elec, Electrical Opn'g. Opening Vert. Vertical N Elev. Elevation Opt. Optional V.L. Versalam °2 Ext. Exterior Pc: Piece VTR Vent through Roof Hi Exp. Expansion Ped. Pedestal w Washer m FBC Florida Building Code PH PHONE W/ With r Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet ' 4 F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof 4, Flr Sys Floor System PSF Pounds per square foot x N o REVISIONS J N 08-20-15 1.0 NEW BASE PLAN r 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01 —04-1 8 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02 -21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL E FOR 2 STORY HOMES E 03-29-18 5.1 UPDATED PER CITY COMMENTS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE y 14 CURRENT CODE IS VALID `` AFX FA 17= 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 cal Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 8 review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not a responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to co ALL WORK sH � _ C C construction. All construction MUST be in accordance to the o C"INAiION�L information found in these documents. Any questions regarding the information found in these plans should be directed to our RiDA BUILC1ING ®�� REVAILING PLANS Yj�J+iILL ®� AND THE !✓;LE 'C`�f% t 1E" "��(�i Office at (407) 880-2333 immediately. No backcharges will be 2575 considered for reimbursement by the Designer/Engineer without DES advanced notification and approval by the Designer/Engineer. N Payments will be made in accordance to the terms of the agreement. (D Z M 0 Z U) z V) cD cn +- Lu � o O LU TO E U w F- 8 N M r M Cn O o w S 1I1 t LL 00 oYi7_1 o ¢ rn v a M Q o HDC 4 N CAll `�~ � °rC�s r�• s" CID frr� 0 III`IIIII'IIM • M N � DD � "z U �i .J �.A � s .N ta+ � M1J7• N r//'rI°f+'lt �4i 6 rat"' ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N � 0 .N 15 �>-it)MO M Q�p� a- V) Lr) F- � M ro U CD- 00 Q Z WJ 00 d' MJ oZ 04 Zg �a WZ-a U48,0 Z LUWM Q,nwZ J J Lu O OwuF.N V..I O W LU Z Z QO CY— s w O Ln 0 U Z U = N � o� 0 T8_ o Xn U Y m a k N Zro-Lu w�� z c Waco z LU � LL' � F Z UJ Q E z g¢� Z 0000 Z F�Z m o �Z rn _ r__1 a Ln SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. C S L ,.,�, 0 0 LO rl- LO cV L 0 J N Q 100 E 00 Y O TYP @ 2 STORY J S6 H.B.t (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 OON COND. III I 111111011111 oil IN S6 TYP @ 2 STORY I I I I I IG I I I I I I 33 �e I I I ILIP116R1 I I Cl) I I I I I I I I q 3 4 5 7 8FLOOR G.T.42" FAMILY ROOM FLAT CLG. SLOPIo 10 HALF WA11 - M8'-8" IG W/ (3) 61d TOENAILS - BASE G 8'-8' T S3 � GM 00 FLEX 8'-8" FLAT CLG. CARPET MCARPET c=n 4'-0" '-0" N (2) #5'S L a-2xb WALL 5-SH iio H4 V r 2" DEER in 2068 B.F. HDR AT 7' 4" E IV T R N s 16'-48' I I T-8" 3'-8" 3'-6" 6'-0" - " FLAT CLCp. S6 C3 - C7 C7 r FOYER O o in 0 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3) 16d TOENAILS @ BASE r o 00 O CD DINING ROOM PATIO 8'-8" FLAT CLG. CARPET 01 U_ I 0 '� p 01 a U_ 8'-8" FLAT CLG. TILE 3068 -------I 2 #5'S CD - W07 .H. co 3 2X4 #2 SPF W/ O N (3)16d TOENAILS O @ BASE 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE CC S3 -----p --- - - j S3 I I JL 4 0„ O.. - N N - — I I I I r 8'-8" FLAT CLG. I I I I I 4'-0" 6-2" 6-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" - BEYOND WALL?� cC S3 I o H wi = I oW I Op I I I _ ol rl L-------- --� I -- J----- 6 -- 3 6 3 ' _ — _ O N X I CO I I I I 3'CHEN e '-8' FLAT CLG. f\ 1 1 I I I I 2 6850 R 668 B.F. z<R=24 _______ - _ _ 2x6 WALL D S3 L------------L— I REF. _OPT._ PANTRY 0 iv 16" DEEP 5-SH cv CV J S6 )TYP @ 2 STORY 38'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 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 REQqAND ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20X38J 184X37J S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20X72 184X714 S.H. j 32 27 1/4 X 26 26 X 25 j S.H. 33 27 1/4 X 38 N!A S.H. 434 27 4 X 50 i N/A S.H. 4 33 N/A 26 x 371 S.H. } 34 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. 436 27jX72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 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 371X72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 # X 71 # S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED -EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GG 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 TYP. 2x FRAME WALL 1 1 I I 1 1 I I1 1 BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 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 j R-11/R-13 KRAFT FACED (GARAGE / LIVIN() EM Z M 0 Z Q IZ V) CD Q) cr) � 0 •U — w O C FE 2 (/) `_ o 0 Co I\ U w E F_ — 8 a) M c' cu co f�6 D cM O N o = U 40n � 00 o. CD o Q 0 L0&� rn ¢ o DID® V U) 6�— Q c `a LU . .i", F 10 W = 0 '• Wit • ° .. Z O 0 . �NQ� OF E ��pts W a7�r�?f48f o U v F- To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O a-J r. H V) O M Q U-) f0 Ln d- <C - LL C',U�� 00 Z ru F'- J CDW CD d- oZ o � Q z d of �F w¢0� Uz80o Z w w Z Ri 'E ! z LLj 20 O O 04 m t, T Q ouj zz }z O z z Z Lf) O J L.L F_ -� Lr) o U = N r J Ow F z ��o 0' Y� QVV N a a� Z w Z 4 Qoog& Z =w,Q Z J Ll> Lij w O' �w� > c� & � t-q tL o Z o 2 u< CO Q z &moo Q�Z k N z a z Co J = ¢ z uj SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 1.0 W . 2 00 m L0 L0 cV d it a� -�v N 0 J N H 00 fiJ N E O 00 TYP @ CORNERS U.N.O. Ju -V 38'-0" 1 8 717 I I�� 1 1 1 1 1 1 18 N a TYP @ 2 STORY TYP @ 2 STORY 411 5 6 7 I_ 9-- -- I r 10 Cl? 6 d � � OWNER'S - ROOF G.T. 13 1 1 - - - - N LOFT to H3 D2 -- 6 M W SUITE __ AHU 14_ I 8'-0" FLAT CLG. H3 D2 8'-0" FLAT CLG. _ 15 CARPET _ _ - R.A.G. 16 CARPET 16-8" T-72 , °' c? T-812" 92 2'4" 6'-10" 5'-4" 2'-6" It L - d _ N OP - o'o I a I li w I I I 1 m U') I I O C0 1 0I A IRA LL 1 m r3�"�c,� 2,� CD 10 �I I 't co - ----- -� - 0 T E A�r�0 I d I I ATTIC o o 8 0 24 8 CL 4�E5S_ j j BEDROOM 2 It TLAT ILE 8'-0" FLAT CLG. W Lu CARPET < 5'- 10" 0 6'-1 Q 5'-4" 2-42' m� 13'-7z' w Hi D2 0 00 s , 2668 O R. q-- FIBERGLA SURROUN R&S 0o 2668 3 60"X36" SHOWER ------ -- - -- `� Wm UJ z �W 00 co - i r i - - - - - - - - - - - -- SIMD.7- W/ (5)2 STUDS -ter,' "'� _j N v 4068 B.F. 0 J oo CD 4068 B.F. 3' 1. 2 8'-10" 1 S6 `� 00 co TYP @ 2 ST RY N I ~ I Tb 6 52' 2 -4 4'- 22 0 0 b41,52 I iv 4, T-10- ,-O 2 13'-0" 11'-8" _ 00, ROOF G.T. - - - - - - w = o d 0C14 3 Jim '-0"F FLAT G. T BEDROOM 3 W D2 , W.I.C. I BEDROOM 4 -- T 8'-0"FLAT CLG. I T " H1 4 O D2 1 I CARPET8'-0" FLAT CLCi. 8'-0" FLAT CLG. P- II CARPET _ I TYP @ 2 STORY SO I J 1 CCc=, :FIBERGL------ A� ---J S6 URROUND O R&S EGRESS 25 SH H1 0 D6 3 1 D2 D2 18'-8" 4. 20'-4" 00, 39'-0" 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 1 AO('. EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25� S.H. 13 20X38j 184X374 S.H. 14 20 X 501 184 X 50 S.H. 15 20X63 18JX62j S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1/4 X 26 26 X 25 j S.H. 433 27 1/4 X 38 34 27 J X 50 j N/A S. H. J 33 N/A 26 x 37 S.H. J 34 N/A 26 x 50 S.H. } 35 27 4 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J4 X 50 i 36 4 X 50 S.H. 25 371X63 36jX621/2 S.H. 26 37 j X 72 36 } 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 52 4 X 37 j S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 4 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 1 318" 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. Ed. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 SEE SN SHEET OH SEE SN SHEET 140 MPH AWNEW NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 427 35 3044 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED rAiiiiiiiiiiiiiiiiih 93 CD �2 z o - o CID Q '}WJ w V - W .00 FE o t/) = 0 `- m U N CO C W r_ E M M O 01 o N _ U _I_- 00 � m C,� 0 <C rn a 0 ® N-C-B-D*C p flop - °"may E. LU ¢ o 1f.Fi Z�idn ' a= w NP o U' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z Q ateJ > M O M iIZ (n •i < U_ oG U p j Q � zra WJ C:) V- 0 a Q Lu zg za w¢Wz UZOO 1=""-U Z � Z �0 z J Y O O UoLO z >8Z fw ilY 0 ! � � LJL � 0 � o O L z z U = ('4l,4 N u OLL �jFo d 8 5 uj Ud m2 N za�� a� Q o�-z0 Z �9�o w W a u_ a Q J T--1 LLJ Q LLi z W I- o Ow� R �2� 0000 k N Z tu j�z o m aZ = r+ a U0 SCALE : AS NOTED DATE : 3/29/2018 TECH: J M UROSKI VERSION N0. 5ol SHEET NO. 1.1 4 00 KITCHEN I SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO C ac 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" Q.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 BATH 2 KITCHEN MIRROR O 0 Oo 0 0 OWNER'S BATH O M O CV I PRE-ENG FLOOR JOIST W/ (2) LAYERS OF 3/4" PLYWOOD FOR SOLID NAILING KITCHEN ISLAND CONT. HANDRAIL 1x RISERS (TYP.) STANDARD (3) 2X12 TRINGERS W/ SIMPSON A35 CLIP TO FLOOR SYSTEM 2x8 #2SYP JOISTS @ LANDING — 2x8 #2 SYP JOISTS @ LANDING I @ 16" O. I.. w/ SIMPSON A35 CLIP @ 16" O.C. w/ SIMPSON A35 OR LUS26 HANGER EA. SIDE SEE CLIP OR LUS26 HANGER TO PLAN FOR CLG. HT. LEDGER U I 2x12 HDR. w/ (3) 2x STUDS AT Q @ OOD EA. END FOR BEARING Q T'PLYW"b`" LAN IN w b STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 00 CLIP TO HDR. w = 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING 1 x TREADS (TYP.) 7 .- 2x8 LEDGER #2 SYP w/— (3) 16d NAILS TO STUD CONT.— ��° @ 16" O.C. HANDRAIL — — — — — in I L __� ::!: : I E THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR CALCLITIONS: 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 7%". The greatest riser height within any flight of stairs shall not exceed the smallest by more than W. 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 %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Yz". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than %"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with Yz" gyp. bd. STAIR SECTION SCALE: 1/2"=1'-0" Z m 0 Z Q e1 I� Z V) (D a) C a--J w w O r_� ~ 0 o iV/V) I—m (10 0 U mM C' co w f— O U c6 2 -0 m O 'a O N _ N L U_ 00 f v(�Q �o Q& -M¢o A A o(� W 4 W ri � C9�a LL .mow W Pax ­v � E m , 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. Z O a� n Fri 4-J Q �>-+p M a U- c' a LL 'r, M oC V fo p� „ Z .. r� Z ow W JC:) J oZ C0�+ (Y Q Za f N Lu & UZ80 ZUJwlr O � Z _ a O n a �00 Q �F© Lu to T w Z o Q Z 0 cr- z Z C Ln 0 Ln L _0 � L^ J w 0 a U = N z U,f O 9 aYr y 0 - 1 X8� �: Uama oai fV N o¢o < u za Q �{ V a 3 p g 8 Z W��2 Z W .^-I Ln a ¢aEo J W Q W C G Z O v 7 Z 8 2 w2< wF8 00 �¢ W z N Z aZ Z W �o a oo g =LIJ Z .—+ a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 2.0 1" x 4" SMOOTH TEXTURED TRIM / BAND [Film 1 12 Z:::::�5 FRONT ELEVATION - B1 SCALE: 1/4"=V-0" -------- T.O.P. HDR HGT. 2ndFIN. FLR. -------- T.O.M. HDRHG RIGHT ELEVATION - 61 F.FL. CV 00 ao 00 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. to (h �2 zM 0 z n V) z V) � w O LIJ E 0 i� C/ico o 0 4J W ~ oEo N co C) N M C N 0 U l.! fill N O O t�00 O Y I� Y ¢C rn r!) O 7T CL rn ¢ o Al 131D. I N�C�H�D�C o \\1 wlzf -7 O N Co'sg � . o o :u !33 wLa La ILAID e me ¢.°3....``o j dads ,iW 1 LJ To the best of the Engineer's know a ge, 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. fmo 0 Z (V O a) N >�Mo M Q U Lr) aV)0 Q ��Ln ro VCL 00 Z ?> E cv W O W J0 J OZ 1,0) w� Za f ¢ z w¢ Uz0i�� 0 O Z�w0 �o�z Kfw a � in O � 0 N T r L J Co" w OLn }o W z LL W a 'Y^J 4 C � _ '\ /1 VJ p cG G —0 1d L r\ J Q O z 0 = N 7 Q ¢ og aY� / 0��+ woo V�ma o 0 N LL LL Z<o< wow Paz¢ < g UA X0 z h w5w0 CY w 1, JI t-1 tJ 1 Q Q Z 'n ~o z V Spa QwZ 00 T'4 M Z CY 0 N 00 Z g = J ¢ z g 1771 � a cn en SCALE : AS NOTED DATE : 3/29/2018 TECH: ]MUROSKI VERSION NO. 5ol SHEET NO. 3.1 i N _N O 04 rn N LO J m r- LO CD v N O J rn N Q to 0 v a E E O 2 li co 00 A cY)JV 00 00 T.O.P. HDR HGT. 2nd FIN. _ FLR. T.O.M.------. HDR HGT. F.FL. 12 5� REAR ELEVATION - 131 SCALE: 1 /4"= V-0" 12 12 �5 LEFT ELEVATION - B1 SCALE: 1 /4"= V-0" M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. (a Z C o _ z z� Q a V) zL= V) (9 u, � w t'LS O LLJ V E o "o ( U W F— N M Cl) p o C, p=p 1 V N _LL00 cc U) Y n Q o Q � m Q O RJID ® � jowjy r / a •g` � • ••12 N O K) -A, � M IJL Ly 10 A v v' 0 •N2 ° C)o,°o To the best o#the Enginee ' ge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O av N M utun z Q -0 a- w — V- a oC fo U •--� 0_ 00 Q \� z 170 W J � O 2 o! p z a �a Z w ¢ � W UZOp zwwlr _O �— =awz Lu cem J L-2-0 O�u- o WLu o T J wL_U Z Z }8 y �z 0 M F_ O L J z U = N Q 2Eu, Ou BOO ¢ l-< w Ne wOOc5 U n: E8 d �y a a Zao J uJuJ az3 O O i 0 Q Z 00 WCwo Z W a w ��� J r-1 LU C L, o Z o � Y 6 00 W G < LU v' z Z N Z Q W �o z ¢C 0 U ,- a SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 3.2 3 iY c a) v c 0 n rn N I S m LO r- L0 N a x J N I w v -v_ x i v c 3 0 N v E to y N E 0 x 0 c c J N N tom_ 2 0 I i v a N N a 1'7 Y N 0 M 211 1" 2" *NOTE: VARIES 1'-101, 12" CAP = CAP N FOAM TO BE USED 1" RADIUS Cl) ONLY WHEN REQUIRED BY ^ 3 1/2" RADIUS 1/2" RADIUS �� CD N g 1 CD COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" N 3/4" RADIUS a V 4" _ �r 1" 1" 1. BUILT W/ STUCCO. 1/2" RADIUS 1" 1" `y EDGE OF 1" 4" VARIES MIS 1'-0" 1" OPENING _ VARIES 1,-4„ 0 21„ 2 VARIES 1'4" M N 12 VARIES 1„ 1„ 1 1/2" RADIUS 4 4' 4" 4 42 N - - 2 1/2" RADIUS ire r MI*--=- j3 - IN VARIES 12 TM 32„11" 3z" 1" BASE - BASE 3„2 2 I • 1 N I I !" 1 2 *NOTE: VARI ES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" _ �N 1'-6" 1" V-4" 1" DETAIL TO BE 2 2 in BUILT W/ STUCCO. 24' EDGE OF OPENING • , 0 1-1/2" THICK 1-1/2" THICK 101, N �M 2i 4 �I- 10" � - N IN �Id M 81 4" 2 N 2„ 4„ 3„ 6„ 2„Z:- �, fn I 1-1/2" THICK 31" 21„ 4 _ =I� 52 2'-4" 1'-5" 52 4 00 IN N 2 �LN 4" 1 12" VARIES VARIES 2' N w �2 Q M VARIES VARIES 4" 8" 3 00 I I 60 3, �ti 6" 4" - - KEYSTONE F11 0 OPTIONAL KEYSTONE F11 OPTIONAL7�3 �T' 2 " 2' ' 4" GARAGE DR. OPENING a ' 4" WINDOW OPENING 4" 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 4" 14' 12" 2'-1" V-4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" T-8„ 7„ N 1 " 4" T-0" 4" iv 101, V-4„ 101, r o 00 v CV 1" 0 CN co o 1 �Mr sr" 1 " 'q%„ 11„ z N� O GENERAL NOTES: N� - 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 V z M 0 _ C) Z Z Q (D a U) z V) nn' 4--)w �_ p �V — Ow � F- 0 tn C o 0 CN t/ �M Cl) LL E aim ` M O `o No s -r- LL 00 C) Q m to 0y rn Q o ® BID. N,C a D ,C Nv i!] -*1 � O � Nu7 N " N Uj M co z o Z Cl>L.L LL Z [L ii Cn N W - t M N W w W OvU)m. Q Z N o, 6 ' � E c� 2 LL Z m M W NQ��E do C4 o U ❑❑ To the best of the Engineer's knowledge, information, and belief,the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N On >��o M Q U-) M_ Ln Q CL oC V C r' a E00 z� WJ C:) =z O z a �a w¢102 0 gujzQ J oL0 a 0�'0 O W W F O T Q > z z row 1 zkw z c: L 1 in -C �� CC o -a L 1 O z U = N o� � LLJ >� O O z 0 - x W wESeP U Oa m a N Zao� wo Q Z W 1 ` Lu J ul rl C L Q --,2� U,0z8 2 Y Q W F z 00 W Q Ztu L ¢ � z # N RZ 0° oo g = LU SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5ol SHEET NO. Fill x N 0 r- LO 00 N 00 LO N04 c N 0 a0 N 00 W 0 r1 00 w ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA t 200 AMP MAIN 0 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 4/0 SER Alu POWER CO. FEEDS f INTERSYSTEM ylUAA 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE H)_ WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT -� FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) Tq TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ J ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP GFI PATIO WP GFI H.B. / I i \ —f:AAAIL-1f-R00M \ ROUGH -IN FOR 1 OPT. CLG. FAN/ LIGHT PRE -WIRED � \ \ PENDANT AS \PER SPECS -7- _ _/ DIN IN OOM I I ' I l_----- GFI . &GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS I L GFI - I ------ --- 9 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE FOYER db H. \ CTFI @ 44" /) A.F.F. Or------------ I I I I I 2 CAR GARAGE I I I � I GFI @ 44" GFI FOR A.F.F. GAR. DOOR I GFI I / I IX / I � � I I � I I I I VERIFY LOCATION L_IRRIGATION _____ ELECTRICAL PANEL L GFI @ 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER WP MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" (D _r Z M O O Z N Z U) z unn' (D W Q �U — W ~ Ln o 0 W E ~- 8 M C f6 M O O N 000011k _ tliop .]C LO ¢ &A Q O I B D® N vc �V 's O N co N �� o `c3 II• d M rn Z LL IJL Z J (� LU=u- o a W UQ a a. in Z o ¢ u N � oAo O m °° ZNgE0 Q Q ° g W N a M O U O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawingscomply 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 z0 N O o V) M �>'+ j rp Lr a n W LA Z CL �M pC U Q 00 < § E ZWo W C:) _j 0z �o zaa za Z Wz00 Mo-0 oLd WQ� Ozz J �°Zw Q a u- o �lm�o U 1..1� Z z z C) Qo zZ g LL w a J LU -0 L U = N0 �a Lu 0 LL 0� LL a 0 zo I- Q Y �Y� 9LL�1pa I\ C G u J C z a3 Q Imo Z LL0go Z r-i Ln a LL W g J Q W Z $r E Lu & z 0 � Z R Lan z m N GZ( w J �0 az O 00J = 17711 T__I a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO- 5ol SHEET NO. 4.0 m tb N E 0 x a 00 N O M 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. POWER CO. INTERSY' BON TERM I NATIOP NEC 14, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer t Alu 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 PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET KD G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I 4:;Ih 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 o TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION FC...._....... ®D ELECTRIC DOOR OPERATOR (OPTIONAL) SYSTEM CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) T� 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I I L_� I I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4'=V-0" C� z o — o to z� Q a U) z O Vn)'' (D crs �W w Ow ~ E L 0 V 0) M LLJ t-- EEp — U E2 ;0 M 2 O L lL W v Na� P Y Q rn Lo O: 'M ¢ O B D. NN C op v 0 o m z �o��� M M � Z Q� Li N O O , J W LL Z v Q n L z OV Z N °`4 �a� m m W a Via N U U � ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z� � +' o unMO ►> M LLn V) a�:a� Ln Zd V Q 00 § E Z Z W LU O J �O d' oZ o w� zaa g F— Z w<=X J ZWLUo w(, J yy�zz ¢ J Q aa0uo �u-0 �M U ZZ D ? K LLI 15 I..f� W CL Lr)JLn LU Ln Cr_�Z 0 0 = N O 92 ,J oZ ar, 0 J ILL <Y4PQ ` Z ma Q Z<o< Z w Z Z >J 3 0 Z E�,o Z W Ln Lu a �wOzr a ��� --1 r-I LU W 5 a w 0 czu z a g 8Q 0 UR z mZZL N Z oZ� ,-11 d Ln SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ol SHEET NO. 4.1 02 00 0 O S 00 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent mt A 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 SQ. IN, of SQ. 1N. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0,000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. (DAM z M 0 10 z Q i2 V) (DM i-� w p O W E O0 d✓ LU 0 a1M M c to cn O CU C,U _ ) _ 00 .5 00 Nao L'Y Q rn ,ry 0� A Q d Al I B,D,C N,CTol / ® � �5E yM om` �� �� �eL1.IJ `: To the best of the Engineer's k'irdwledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z N 0 N 1'--i � C) >J)MO M z Q 'gyp d cn•�d' U') 0 N Q) Ln U_ H C L 00 Q � � fu LUJ z CC 0, O w � z¢a f ~ ZYZ Uz00 FZ—LuwM 0 w z 0 J J 0 oc UFFzwO T O� zz zz Ily- g L0 O N -a Lr) z � o Q U = N _J 0— O T21-1 �oz I—u F GY' O LUU M Cc.0PR:,�O. W w C z Q C7Q Q �} V Q CQ og p~ O C O Z w LL o a LouW J ri UJ 5 W Q 0¢u-8 n~Ozo 2 U Lu a I — M W Z �L = Q Z Uz N Z w m � ao g = ,--I a to SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. 5.0 MIM v+ v _ c v x N 0 r- rn N 1 00 J m Ln r- L0 cV c N_ O 0 J N w tR 00 00 0 M 0 6'-4" 3' H.B.? 43'-0" TYP@2 tSTORY 2'-2- 2'- 5'-0" ■ . . . . . • . . . . . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . •. . . . . . • . . • •. ■ N — — — —I— — t �� —: — — — — — — — — — — � I60 - 5,-4„ 16-3" I \ HVAC CHASE �� BASED ON I O0' ■: \ LOCATION I -- : ■ INDICATES FILLED CELL w/ 3000 I I `t PSI CONC. GROUT FROM FT. TO 00 BEAM W/ (1) #5 REBAR VERT `�\ r , ....... , ABOVE SLAB TYP @ALL PLACES ■ \ \ `� \ \ \ :. 5'-416' f I SHOWN I EMBED W/025"DEXT.ABOVE SLAB r 11 { "GRADE 40 STEEL" TYP @ 2 STORY 0I CJ O; �G�J _� L J? CJ i 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. I I I STUB UP TO I 1 I iv ' I I 2ND FLOOD1.-91 1 01% . 13-74 ■ ; I I FOR A/C : '. '. '.:::::: . ......... . �-Ir — — ih I - I I I (2) #5'S TOP OF CONC./ PAVER TO BE 4" ■ ; 10'-0" L ' S3 BELOW FIN. FLR. ( 2'-6" x 2'-6" x 1'-0" PROVIDE Y2" x 9" SLOPE S6 RECESS FOR FRT. DOOR -3 112" W/ (3) #5'S E.W. TYP @2STORY r --- —--- --- — -®---� ;■ ---f--- 0 o I V #5 REBAR BUILDER TO PROVIDE CC _ VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL (2) #5'S N I -3 1/2" `, PROVIDE 1 Y2" SLAB FOR HERNANDO ( I WHEN REQUIRED PER FBC 2 STORY I o I I RECESS FOR COUNTY ONLY I rn L SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I I S3 I MASON'S SLOPE SLAB OVER 6 MIL I I FOR WIDTH VISQUEEN VAPOR BARRIER ( I I I ■' I I I STEPS AS : I CHASE REQUIRED PER TO I I I to FIELD CONQITIONS I KITCHEN ISLAND ISLAND I 7 I : LOW WALLS I -3 1/2" SLOPE CJ ED I I N CJ �0'-6" I II -�-4'-11" 00 - rF--� L I J I 9 CD IIrrJj� - - - - -------� I I S3 I M IILJii IE5 I I II L JII z 0'-0.1 I I I L-=J1�' ' o ■• I I I I I = I CC (2) #5 REBAR T S3 VERTICALS w/ in : I FILLED CELL Q I 12 STORY i--------- _ _ ■. ........ ..... �.... ■ ■ ■ ■ ■ CV J S6 TYP @ 2 STORY -0" 6-0" 5'-4" H.B.+ 4'-0" 4'-4" 5'-0" FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN • LJJ W 47- Z - U) CONTROL JOINT DETAIL SCALE:1 1 /2"=V-1)" ' •r �� •:;: : #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER '�_,, • '� ,, - '� ',; .' '�_ BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: _ : The reinf. bars shall be ���: • t;:,: ��� �r�: • �r�: �� cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=1'-0" Z o Z m Z Q J 13 a U) V) C9 (1) �V — L3J c 1- E cNn o 0 U LU F _ E wig— cg Cl) 01 ca C0 70 = N O o 0 = Qj N L_ LL co 700 �C cmM u7 V C. ¢ O Al I n �! �;4�t` 'aA 4, d' �A F , m m Wax'` Cs? 0- w &U LLB . Q (/a ' y zu Y 0 c c m <n To the best of the Engin eS��lecIfA:! j,"N Po'n, and belief, the structural plans ar{� gaW��s contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z 0 � 00 F%1 (� M M Q C!) f0n L 'i In Ln W zz Q L CL L DC U 0-00 Q % § E Z WJ C:) d' ,z 0 w za �a z w<W� UZ8° � ZLuwX }�" j 0- SOZZ � ce � J 11 J O O z O �61 o ��o T �= oz zU J < oC g� Ln (n ^C: W O L / O u = N O z o� J O U w U08n N A a z Z 0z WaWr QV Z rz pQ9oo ZJLn �Z,--I LJJ UoJ3- 6 00 Q <Q z LU � W z *k N Z a Z m � < z � 06 2 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. 6.0 0 CN rn N I 00 m LO LO N rW 10 N J 4 U Q 00 Y O M UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dx1.1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)111 K HD313 * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 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 1 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS Ov HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-11 X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 -10d SPT24 1030 12 - 10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT 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) 'Al 11 (A) (+ 1 OR 2 PLY CARRIER FT 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Ri 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. STRUCTURAL SHEATHING (SEE TB13 FOR NAILING INFO.)—� 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS-- 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/ 2 -12d 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS ZIEE�Rg ►� • TRUSS BRIG. .4 ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING (9hCANT. FLOOR TRUSS CONN. It I SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN Z M 0 Z U) Z O V) CD Q) C w � p O W C E Cn =3 o 0 ci LU E NM c ccM -co M U wi[6 N a- O C:)_ r LL M U N -g f� 0 CoLO <C rn O QAl I N C B D C Nf , v+� red *k z S`N- r. �Jc ii a�� a_IlAn _H110 0. " E 'v '°LL To the best of the Engine 0¢Ic/yquy�dggp>': tion, and belief, the structural plans an S�i4 _rPs 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. (MO O O Z N 0 N ate) z �>-+HMO M Q U-) 170 L '0 () cn 'L V) 0 N L- In < LL CL aC V Q OC) Q > (ate Z? WJ C:) d" oZ CO K C Z. <z z w¢�[r U Z 8 0 Q Zww� J �2ZZ ��� Leo Sao z oZ zo 'Q 4 U Z Z ,.> D U')3 -0 rr 0 -0 � 0 O 0 o J U = N '-j LL OppwZ O � F- t �a 0 J 0 I- aY� 0 w U m N Z<o ¢a LZ Z o��� u o�o Z W W w O' w � =¢leo LLJ z v U 0000 Q Z wi56 �Wz z =� m Z Q z az = ,--1 0- V) x SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. 5ol SHEET NO. 7.0 rn N I m L0 L0 CV v S N O J O4 N vA 00 3Y LICKING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" 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 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-112" 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 1_8_50 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS Or HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1 1065 605 12 - 10d SPT24 1030 12 - 10d H P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 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) (B) (A) t+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B) INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48' OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR C LY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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 Z o Z� �C a U) z00 V) UI cra w w ~ OU) 0 CIO r- V w E 8 O M N Op co O oC, — S ai U �' =LLOD ao �p Q n � rn ¢ o N C a D C gCj ^" y, ate ) C i zoaf! Z °s .4 rN N (o�.dm M OE All To the best of the Enginee s''i� rrmation, and belief, the structural plans and spti eu}'icaons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 � ro > v' O M Q a Ln Ln Q W l0 a/ 6CL `fu Q 00 Q E z� WLU J C:) ;R p u: z¢a zap f F z w ¢ W.0 U Z O O J -0 orw(if UzQ LL O W J C " � � u- �+ Z ��o T O Z O >' U > Z L1 O w ) O Q Q = N x —1 U— L— o� 1:�Po 0 -I Q aYr- x 8 6 OOaQO¢ Lu 1 ` w ¢ Q Q OpOf0 Z °0` �w Z WJ LudLLu- U-ce LLJ 2: OUa �7 Z$yW ,--1 5- Q ¢ Z w ~ ~ Z (V Z Z u z o m 0 g W = �w ,-i a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. 7.1 T- Affiffim Lai UI z� —Q z� J r z O t!� UI --J LU W O � ~ a r- i- m� cli U W E a) C', . to M C N — U = O O O L E co U 0 �j 400 O Y <C 0, O V Q O ' D. N C B,D,C *Ij 11 % i sn m r'3, j is.l U- (> 1 EC'tia < To the best of the EfitgPpe�gr's knolwYeclge, infgr vn, and belief, the structural p ari9f4;gel UMained drawings 1�0 7 Florida within these comply%% Building Code - Residential 6th Edition. Engineer's signature and seal isonly for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O cu o I>--IU0 M p .M Q� � z v d- V) 'i v' V) N. (L) Lf) Q �— Q. M DC U.fo Q OC) Q E Z W J p oZ 4 ujo uj zaa <a �zz UZOO Z�wY j Z Z O U � n = w LLJ O Z Z O VJ a U z L / _- -0 z o ,� � /�� 1 Q U = N 0— J W °�Z I- w XO Cj V U L Q' a J LU zUJ ZJ � 4 z Q 3 5�� �0 � Z J Ln rl 6j < o Z o Q'wc�Z k N az Z g a z 0 oo = ,-i a U0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. 8.0 Ln In N rY v x N 0 J N a 00 4) E 0 x 00 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 SUE 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 31 ST 20 03, CHROMATED COPPER ARS ENATE (CCA-C) WILL N LONGER 0 0 GER BE PRODUCED FOR N 0 RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: 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 I 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 F 0 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 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1, ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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. I W REACTIONSA D AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, N BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS V = 140 MPH) ) TYPE: 513 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IFIN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS To SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y,� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1Y" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTMA500,GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3, NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C?ncrete oyerp&r and mortar along the foundation perimeter must be removed be ore exterior sort treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 -A certificate of compliance must be issued to the building department by a licensed 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. 09 z CD (D 3 -o z� (D Q f D V0 7�1 tnn./),, CD� w (D 0 0 E 0 t i) o 0 ru C) � mcli U I.LI �co C) C',co,_ N -O M O O N - U = dj -C LL 00 O Y f` Syr � J Q 0 CL A 1 NCBDC E Ei \i4 t 4 ask\`a '0 �•�a� C) 4 o, o� U) « o IM-1 41 > rnd L � _2 Z F i °-' FER;4, - m t/f w b Z l:;b `2r UM + t; IL s aO 4r g,� r " ~ To the best of the Enginowledg2;'ihPormatiQQ�,,�'#i belief, the structural plans nd'�Spgplfjc tiop�yi�e� within these drawings comply wil �the�YQp ' �Kllddrida 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 +(3) C)H M O L^f) U1(D N LLn Q QLL ce. U a 00 O Q E � Zw0 W O J O d- Zz Z .- f¢ UZOp Z Lu W Z L 0o0 � 04 F�o Q� T w oNw ' o > 1 i F" Xz LL Ln OZ �3 C � Q �Q O U = N �Q W �f U 89 R_ Lu Uamd a N � Z¢O¢ c�az� Q a p0R El X� Z LL°=-o Z LU L0 uj C)i a�oz Q LL J LU a z I- z w 8 00 � Z tu �z VZ m O g az 1-71 T-1 a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: M3AM ES VERSION NO 5ol SHEET NO. SN 44 -c N 0 n N co m ,r, CORNER OF `" HOME > GARAGE SIDE alCD 00 N I r ID E E 0 00 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q c� STUB -OUT FOR 1 �_0�� o 0 -I GAS METER O o O � ~O N = • 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-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1 SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15/32" CDX ¢ + PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. /+�_ + + + + + + + + + S + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ ++ + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° k ° FILL CELLS STD. 90' HOOK BOND BEAM 07 w a STD. 90° CONT. #5 CONT. #5 > HOOK BAR BAR OOC #5 CONT. FROM ��� TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR r INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max. � 4 max. Q� Clinch nails when possible 1) Support back of web during nailing to prevent damage to 77 web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max Web Stiffener Fastener Schedule Joist BearingLocation Series Depth 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(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o,c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". - Hangers with side nailing. @ y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor cnh Imn wi mark, N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls � higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22)' NAILS T 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 beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset �/ Provide adequate bearing Use 1063" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10dnails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. '"" AL ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) LOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table (KNOCKOUT EXEMPTS) ble below) D le (see table below) DO NOT cut, notch lie or drill flanges A 1%" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 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. 1�" 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 1," 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 'T I-1 I II I I� II I ICI I Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM ' ' �. SEE PLAN FOR °• A . • a . FOUNDATION INFO n ° G STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A., N G 1 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION a a a .a ° a -I I ;I.�1Tf�T- '� ll7—' —III T �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION v IPVC OR SCH40 SLEEVE r— PLUMBING LINE d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a ° a I, ,II-�111-11 d. a 4 II-1II IIll: a a .a a I—�IIIIII,1 TI lll- Q SEE FND. PLN. SIZE & REINF. (DV z M 0 — m zC\l __J z— Cz V) CD C Q) W in 0 0 m I` V W 0— o — U N M m (c M N -O M O N U w LL Ip i'I r~o CO a o �a� <C 0)rni ¢ o N �.-CD . C q+pp @Il��ss° 04 oC,z t �I�ou_ ('V LL �fi,'C' ^'�t11�'.'(+ 'M. b inX •,'and To the best of the�ine IFdog✓Idg rma� belief, the structur {� and s'eLtfications ed within these drawingstly ry,a��l¢.® rida Building Code - Residential 6tgi {i ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z cV O a) n O U0•5I'D z C:)M M ¢��o a V) •L d- V) ¢ LL C3- zz M Q, U c0 T-q 001 < 1 E (0 LU o H W MJ oZ 04 za Lu UZOp Z K WUZ Lu OZz w Z 2 J 2o C Hilo T + W OZ ¢o _ 0 �w g z oC Ln15' Z �� = � o O _0�a U = ('� W z 0 LL I,0 6 -� U o!Z2a cV Z < W LU C7 ¢ Q a d- o� z W LA W o' LL W F- ���Z, aLL J rf LLI �, ono NZ ¢ z QLu Luz � *k °° O Co g = o a 51 z ,--1 a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION N0. SHEET NO. S N 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I I I= ZA:W o FOR ROOF PITCH 4:12 OR LESS. =1 I I-1111=1 I I 1 I I=I 11=TI I-TWI I I,PRE ENGINEERED WOOD -11I,III II- TRUSS @ 24" O.C. U.N.O. 1=,T�1 11=I11=I I- 11=I I � �I I �I I I —I I I II I III I T HURRICANE ANCHOR @ EACH 8-` -1 I1, III-r�I II i II 11=1 TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA, TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG N AILING ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. LUMINUM DRIP DGE FASCIA x SUB FASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O!C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD\ . 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" %, PLYWOOD OR 7/16" 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 a@ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (TYP.) \ ELEV. 0'-01, (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2 �31/2" MIN. ELEV. -0'-3 1/2" z A.F.F. p b . UL CD D 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" 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 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 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 iGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING -OR WALL HGT. > 8'4'. @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN IIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH C 3 1/2" MIN. 1 , .1'31/2"(min.)- 411'31/2"(min.)- 411 D ° ° J I/L tll 111 1, -Y I11 11 III 1-II I11-111 141T (2) #5 CONT. 4" V -Y All QI. U.N.O. MIN. TYPICAL BEARING BEARING WALL@STEP@SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" COW SEOUR1_1� e�s 00 31 /2"(m n) - (2)#5CONT. 411 '�I i1411I 1�1 1�Ipll U.N.O. oIN. rcc TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" S3 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C ULATION PER CHART ON FLOOR PLAN �� NOTE: SEE SECTION C/S3 FOR FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE 'IS" MORTAR ------ARCHITECTURAL FINISH SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 W/ (10) 10d NAILS TYP. - N - `" '- #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" @ PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1A x W1.4 WWF OR FIBERMESH 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 11 3RD LAYER 1/8 THICK. IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER MANUF. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BAR a I— #3 OR #4 REINFORCING BAR 0 ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2 x PLATE " D 1x2 PT WD FURRING @ 24" O.C. ' ' LADE - o D D . GRADE 40 MIN. Fy= 40ksi a ° N z #3 & #4 LAP SPLICE=11I-1I1=1I (1) #5 VERT. IN FILL z co FINISH GRADE 80 2 all [GRADE 60 MIN. Fy= 60ksi] 0- �— p 1/2" GYPSUM WALLBOARD MONO OR STEMWALL ° - a D' . 25" MIN. LAP [30" MIN. LAP] g II I I-1 I f= I I D 11= _ 111=1 I I—jI U.N.O. CELLS (SEE FOOTING MONO SHOWN D p °D ° o - I I= ILU FOUNDATION PLAN FOR CLARITY ° _ _ O0 6 MIL VAPOR BARRIER T I I D ° I -III—I I=III=_ FOR LOCATIONS) ° D D ° D —III=III=III=III=III—I i I I I ° IIWII�II�T�, z #5 REINFORCING BAR R 1 7/8 -IIII 11=I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH T ° I—III=III=I I I_ i I I I �TI=�1 N 1x4 P.T. BASE NAILER D p ° III= =1 I I= =III- - Z .I IIII D I i III=� T Ii IIT i r 2 #5 LAP SPLICE (2) #5 CONT. =I I I I I 1 I I-�I 1=r1 4 x4' INSPECTION D° — —III=III— =III= I III • 3 1/4" BASEBOARD PORT AT EACH NOTE g D D —III=) I — I= N COMP. SOIL. (COMPACTED TO 1 II D e *FOR BEARING WALL -i _ FILLED CELL TYPICAL =III=III=III=III= 95% MODIFIED PROCTOR ASTM ao MIN. 2500 PSI CON _SLAB W/ UPLIFT ONLY - , D1557) I I I=I 1 I=III=III AT GARAGE CONTRACTOR =1 =I 1=III=III=1 I=III=III=I I=III=III=I 1=1 11 I I I IIII,;,III 1 111III 11 fil- m 11- C14 MIN PSI MAY VARY PER U) -III-III=1=I=I=III=I=1 I—III=1 1=1—I 1=1=1 I= 4" 1' 4" 00 MUNICIPALITY. TO CUT BLOCK OR POUR "-i i-III-III-- II I Ii i)1 IIIt 1 I1 I „= -� III= 11 i CURB DUE TO SLOPE CONCRETE SLAB W/I a W NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR TYPICAL EXTERIOR FRAME WALL FOOTING m - "" DECO FINISH 4to 6 "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL N r f I SLAB INFORMATION. Cki p ° D °O 6x6W1.4xW1.4 D °O 3 1/2" WWF OR FIBERMESH = 6 MIL VAPOR D = � z " N BARRIER - I ; D '` 4 min.) 4 ° • <V COMP SOIL I ° I I= 00 02 (COMPACTED TO 95% I �I =�I-fT� ITl a) MODIFIED PROCTOR FfTI I I l ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. fill ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE a U.N.O. DETAIL) i TYPICAL WALL SECTION rA 0 SCALE: 3/4" = 1'-0" S3 00 N C o OPT: DEPRESS SLAB 5%" y DEEP AND 6" BEYOND - E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS -I BLOCK WALL BEYOND 14" O.H.D. RECESS ;T z M —I I 1=R -11 I I IIII I 4" I Iao V�, IJ I =11- - • r —III tz I SEE A/S3 OR J/s6-I III I I I II IL, , I II I II 00FOR REINF. INFO. 3" MIN. CLEARANCE m 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 Y N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE III III—�—I I I —I ' (1) #5 REBAR w/ OPT. 1=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS N ' T A . . . . A -III—Il �I -I =T=11 = 411 k 1�1=III ��a '�• ': • I �IIII�II ,•�:�`�;` .. IIII SEE A/S3 OR J/S6 II I I I I II II I I, I I�L I ~ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol 1_ o II J CONT. BEAD SEALANT Q INTERIOR a-3 1/2" d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as 00 C a ------ _E N co 6 MIL VAPOR BARRIER =III —I IIII 11 I I II—II1- , 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. - =III SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W! DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS Cl) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal SIZE AND REINFORCEMENT) WWF OR FIBERMESH C) BRICK PAVERS or SLAB PER a �- 0'-0" FIN. FLR.� IRV COMMUNITY SPECS - - - - _- - - - - = -III=III=III=III=111 —III_ \o\\'•\\'•\\o\\off � , � �'�\'.\O\�. G O 4 0 �. i oil 1 UNION ill Will REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -' (TNP.)CHAIRS I � 1 1 811 1,_41, QII TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR V�ARIES� 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH T I M BEAM SIZE & r CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -` LI -t 1 *' IJ 8" z ATTACHED PER NAILING FOR REINF. INFO. II w o SCHEDULE OPTION #1 Q SEE TYP. WALL SECTION FOR ADDITIONAL > -1 SLAB INFORMATION. Uj SEE o LAN FOR w STRUCTURAL AL COLUMN SIZE SLAB STEP & RECESS S.G.D. rm,�� co & BASE CONNECTION INFO. MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c= TO FOUNDATION PAD _9 CONT. FOOTING STEEL MAT REINFORCING. !Z1 ' M co GRADE_ J ICI —ICI a• —ICI ��—ICI—_ Z W o—III—I III=III—III—III LU 0 0 CO = II II II • a• 11=III=III _ z a LL o a —= - —_ = M-ct FOOTING I III—III=1 I —III —III III=1—III_ II.;II�IITI�IIIII�IT�I�I,,,�I =III-III=BEYOND PAD REINFORCEMENT 3" MIN. CLEAANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD M O Z 'Q U) z w � o 'U — 0 "' E o C�l1 0 U LU 8 Iv Cl N 0 — In 4 I U O U- 00 o f9 ,co o-o 0 Q to 0 <t rn ¢ d BID NN 2w,YCV ® 0 IV V. ^ � �ev M Y adl [ w � 11 To the best of the' ,tfpjTer's knowledge ip{i Lion, and belief, the structural plays!�4pg ((fj��t�$a$155 contained within these drawings comp) n4it�t'Ffe 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 Cf4 O �� r ro > U) O M Lr) Q "ra N 7; Q L_ U_ H LLro U U. 00 Z W J � oz w� zaa 2: w¢-a o, v z O U z 0 w I— (Do�Z �aOln Q aWu_o LL Lu N mho W �W Z O U > _ zz w Z 06 Ll 0 O _ IN ¢ ::�¢ �9 °o0z O Oz <l-G , X O U O U °a' m u Mwm N ' ` Z uj ¢ z a Q Z Egg LIJ ui LL 0Q J ri LL " O z o V 00 Q Z l¢8 ¢Wz Fj z 0 0o g = a z r, ,--q I a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: IMUROSKI VERSION NO. SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —� 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d TOENAILS 10dRE TOENAILS T&B NAILS AT EACH STUD AS AS 2x BLOCKING @ MID POINT EVERY OTHER .+� STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING --` FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10) 10d N NAILS AT EACH STUD " I 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX 1 W/ 8" EMBEDMENT 8"X8"X16" KC14.O. BLOCK W/ 1 #5 CONT. —� 0o AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ as STD. 90A HOOK IN K.O. BLOCK N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER ftf SCALE: N.T.S. a0i v N 0 J N I rn 0 N E MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES 0 SLOPE FORWARD r FOR DRAINAGE SEE PLAN FOR FOOTING M DIMENSIONS M GARAGE ENTRY FINISHED MASONRY DETAIL N SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT ("A 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 7 d a a v d G 8" STD. 90 HOOK 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: 10 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL rt EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 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 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 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 wl (18)10d NAILS (3610# SPF) Do • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (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 STAGGERED FROM BOT. ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 14116d TOENAILS NUT TO I P PLATE a • FOR HDU8 USE 7/8" DIA, x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON Q G S4 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) FBLRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END Q WALL ° w DOOR STOP a a c� MOLDING !z 0- 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE FEQUAL @ 12" O.C. J L\ Q W r r 'o �N FORM CREATES CONCRETE RECESS TO 2x4 FOR WATER SHED. 2x CRIPPLES @ (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 FOR 2x8 WALL) GARAGE ENTRY FORM DETAIL 10d NAILS 8" —� �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL @ SCALE: N.T.S. O/C TYP. TRACK MOUNTING BRACKET DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) \ GARAGE DOOR TRACK SCALE: N.T.S. d d a a a e BOTTOM OFaMOUNTING 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. 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) 1 (2) (1) LSTA30 9' -16' 1 (3) 1 (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 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • N. G . ' 10d @ 8" O/C SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING A I —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR A GREATER HEADER (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1}2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL 2x STUDS TYP. DETAILS 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN RECESS CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SA� TRANSOM FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS RECES LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 ° NAILED INTO 10d NAILS @ 6" TRANSOM STAGGERED FRAMING SIMPSON SPi SIMPSON SIMPSON J-BOLTS @ 24" O.C. S SP4 SP4 MAX 2X P.T. PLATE a d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE -OCKING 2) 16d TOE NAILS .A. BLOCKING — 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. C MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 f(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 C9 z M _ o zCO Z Q U) z t./I (D w M p •V — LU OE ITU F_ 0 t /) = o 0 m'— I- C7cli Ep — U M (0 .O CO O ONO s =U_00 11 n o Y Q mALI to O CL Q O BID ®� i eQ�'�•" d6 g Z 's� e � 4i Z 4 To the best of the 's knowledgei I ion, and belief, the structural piap� contained within these drawings comply witlt't a 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a) N il--1 4A O Ln E>-+J)MO M Q -a a to a �' LE M �UCL o a E � Z � W J d' 5Z w zaa za w¢�& �z00 = z z R � W > a. 0 , aujao Hm N Z w zZ 'o > J aZ oC s H Ln N O I.i J a = N uj <o T__ Y r- x O V W U C m y,�, T F ff V 1 ` Q z o w a d- Z ogo LuCY Z W Lf) LU w j¢ o J r-i LU Z U Qa g- 00 Q Z of m Z C CIOo r"j� g = Z ¢ z SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. S4 't 11j I 1 1. uir ; gui,i J1<,iurlileal -a WluuiBA ilillikii,a;:1A;jl,e,:Ruimdu i 11 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () d x NAILING SCHEDULE FOR 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. OUT SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w> (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10 1 12" TEA TOP CHORD @ 24" O.C. 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL SHEATHING DETAIL BLOCKING FOR 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)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO ; 48" O.C. EACH JOINT W/ (3) 10d @ 8 -0" 0/C. o EXTEND AT LEAST 90 /o OF • MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL r/ 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ '• BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 1111 THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS "T" INTO 2" 6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 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 @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. °� WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5!8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 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) 1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE x SEE STRUCTURAL NOTES d x A SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)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/ 1 Od 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 SIMPSON HGAI OKT w/ (4)1/4"xl 1/2" 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( 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 H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR T SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES 50 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 x EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6 O.C. " 2x4 BLOCKING @ 24" L CKIN) 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 0/C 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 wl (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/ 0 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 -LOAD BEARING LOCATI NON ON D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �8� SECTION 9 N ADDITIONAL INFORMATION. cV 0 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU N 00 J MINIMUM 2x m CROSS BRACING Lo (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT N "S CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 rn CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT 10dx3" O/C @J 2"x4" TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � C "L" BRACE W/ 1 Od @ 4" O.C. Q (SEE SCHEDULE FOR SIZE °° 12 AND LOCATION) i 6.9 MAX. d �_f I !I I �itll�ll � �I II I II I II II III II I � �I II I II I II II I I c co U 2 a e G CL �]=L,I J CONT. BEARING Y� GABLE END BRACING DETAIL C11 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION M SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z W7 w 1.71 \.-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W! 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C�PE TYPICAL GABLE TRUSS WEB -J SINGLE'ILI' BRACING DETAIL/6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. dLU ----w 0 o 0 �z o m b 0 v o 0 C� w Q Q o T L I I w ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1)2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) ,-GABLE TRUSS +viv i , u�nnuvta — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o 0 �9 c� CORNERJACK v w Z 0 HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCALE: N.T.S. �c SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 0 z_M 0 z z �C t./) UI Cf'> o �U — 0 w E o0 �Ln U 1.1.J p— �M c c0 M N 'O M 00`" —S = ago U L U_ 00 o ;° I::- (;ao rn o v 7 Q o N WCVT4 t ' S0 � pa ...... F'�.� � Ct�V�, q�1. F_­ 51 cc<. > L 018 To the best of the Engine64- 9, �vledgein �, and belief, the structural plans an Qg.4r Jj ained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O au n f--I 4-1 p Imo- V) M Q U-) '(0 Ln a LL. f - C)- M in� U Q00 a �" z� W J�~ �O J Z zaa a� way U Z 0 0 Z 0wwIt � z 01 2: J }aw0`° WW SF o _ Lu Z Zo zw Ln a � w z Ln a U �� Z o2E 0, -z 0 J = ¢ <Yr- 0 V <0< L Z W i� J w oCQQ Z g� o z W .�-I di C' ¢gip a LL -Z,. J rl LLI 2 o 00 Q Z LU a wZ Z L CY g Z < = z SCALE : AS NOTED DATE : 3/29/2018 TECH: 3 MUROSKI VERSION NO. 5al SHEET NO. S5 n Ti,:, 11 � 11 1191Id 1 Wk,all11lil i d 6..Ii Y .Ih IIdWI 31�EI iaa�i,'il I .o � 1111, I II,. -_ (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-15/32" BAFFLE BAF 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 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1X2 NAILER 3 J w PLYWOOD SHEATHING v 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 �"'., 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J 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 1 _ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R N SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ 0o FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. m FLOOR SYSTEM ETAL SEAT LO ER PLAN O OR FELT `� PAPER FOR MOISTURE BARRIER a . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" ° GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" o DRYWALL NAILS OR DRYWALL SCREWS 7" O/C J CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT N INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT if NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1/ FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C:)c,) M v 4"x4" INSPECTION PORT AT CL W EACH FILL CELL TYPICAL v 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH v c d MUNICIPALITY , 410 6" BELOW GRADE J / ..4. °... E n .° iv d ' 'y .4 e da FINISH GRADE W o M ' I-1TI =_� 1=1 11=1 111-11 11 I-11 I ° — — T�-rrr00 0 6X6 W1.4XW1.4 �'!!l—I '.'°' a" d T 11 �-U— I- ' WWF OR FIBERMESHITI—T—I I I ' . ,I I ICI I —11 I a/ 3) # 5 REBAR ON 3" CHAIR —I 1 STD. DETA L)K ( 4" "':LL[ (SEE DETAIL) W/Y MIN. CLEARANCE C:) TYP 2—STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 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— *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @24"O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING — FLOOR TRUSS E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 1: 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST T-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ 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"=1'-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 TRUSc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRL ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > T-6" EMBEDMENT @ 24" O.C. W/ 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 L4 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 as 4'd.°. A °' 4 I TTT= fa . ° 1T1 IiTiT T III I I i lI 1111 n l I.MI 11.1=r1 I ICI 11—� (3) #5 CONT. ON 3" 8' 1'-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" _'QS6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING) REQUIRED I SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w = SOLID 2x rn C BLOCKING @ ALL o C SHEATHING O EDGES(SEE OPENING SECTION X-X U 0 C x X w 01 x E 1- 2x STUDS BEYOND. SEE PLAN o 0 rn I I I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1A1A1 1 r-I r'11AT1^k1 r11A^r1AAA 4 FT. 0 4 FT. O O 2 5 FT. 4 FT. O 5 FT. 4 FT. 2 2 2 4 FT. 4 FT. 0 O O 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) 0 w ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL C SHANK NAILS) = NOTE: C. m ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD o w LLI-O= (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 y ¢ O F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH l- Ipr Om OJ to n PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z U) W g woc IL STUD AND OR BLOCKING AT ALL EDGES. c-4LL1 fro LL a: w A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4"1!2" S 112" 7 'I S 1/2" 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 OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" 0 C STAGGERED C WALL SHEATHING INSTALL. yFanraiainraNr, S6 &NAILING SCHED. SECTION X-X SFF�Iq%1, N 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: 10d NAILS @ 8" 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE FkT OpFNtic R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#, MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 4 ° A A° M -11 I_I I I —III 1I I d°° —�I�11111�11111111 4 ° (3) # 5 REBAR ON 3" CHAIR 4„ -8I W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (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 00 T III=I' z 1-11 � � @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'4" ADDITIONAL INFORMATION. IFTMI a) z_o Z d U) z Cnn' 04- w o w ~ E C/) o 0 Co i" >~� V h— LU E — S N M L Co M O o 0 = Qj N L OD :5 - 00 0 r- o v Q 0 ¢ o N-C B D C ea�� ga— Z 0 LPE LO \� 1 m �a�� To the best of the Engine ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0�1� O M Q Q LL In z<fu V Q� Z E Wf— J� d' J oz o 0 W za a� �F w a t [r UZOp E m o" , Z Lu u J I-Uzz4 2-w > a n - W2 OUJ�O Zo W ` ! ) V a U gz c Ln Q n3 � W Ln a = f V CD z ou-o 0 a J Q w0o� o<o< fV I'1- wCei¢ Q c�aa Z Z LU L0 a J ri LJ1 a z Rozu pwU W �� 00 00 M Z aQz m g =Nz �z � 06 T__q a cn SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI . VERSION NO1 SHEET NO. S6 x ilz N I i LO LO cV v N 0 0 rn N W F•— I 00 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 7 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 L1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: 2' = V-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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" a AND 1/2" GAP TOP AND s BOTTOM, GLUED AND NAILED TO STRINGER o� `1 Cn O M 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCO INTO FLOOR WITH GLUNED STRINGER CONTACT POINTS E 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) I 2x8 SYP DRYWALL STOP MUST ILNOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" FLOOR JOIST MINIM SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL - CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL '--2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER _ MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISERZ/ A BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP ZA - 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 777// z - 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) E CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'c -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �f ROVIDE MOISTURE PROTECTION LAiACH ALL COMPONENTS STAIR TO CONC. W/a' XTAPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/4" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = V-0" TOP OF TREADS �- ��STRINGER 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) E CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'c -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �f ROVIDE MOISTURE PROTECTION LAiACH ALL COMPONENTS STAIR TO CONC. W/a' XTAPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/4" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = V-0" TOP OF TREADS �- ��STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 2x SYP CUT TO FIT MUST NOT TOUCH STRINGERS BEARS IN WALL 2x12 SYP BEAR E IN WALL 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 — 2x6 SYP 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ /2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE 2x4 CUT ON BEVEL � / AT STRINGER CONTACT POINTS \ DOES NOT BEAR IN / WALL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = V-0" 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER -� FOR DRYWALL SPACING SECTION VIEW "E" SCALE: 1" = 1'-0" E -SECTION VIEW SCALE: " = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2X4 BLOCKI C--� NOTE: 2x8 DRYWALL STOP NOT SHOWN CONN. TO BOTTOM NEWEL POST LET INTO OF NEWEL POST PER CONTRACTOR THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST L�� BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:' STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 2X BLOC ING 3 RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" UI r zM a —o z� Q n U) Cz V) (9 (1) C 4--r w r-,) OL1' I^ C%i o 0 Co U E O W M c`') tm (LLa:O M CO N — U L tL 0000 U 0 Q C> < Q'0O� C Q O Al® N,O B.D.c tz , �1 z E A M W "P w ��rc� � (� N �y ' _ G o 9. go � �' C1q ¢ o a To the best of the Engineer's Kredwie 8, in ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code- Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O cu n P" 4 a--' O F_-+HMO M Q UlLn 'p .O 05 QL_U� CL M oC V ra ' a Q �� Z�� WLLJ oz to zo z n4 �i5 W <z UZO0, Z�W 0 w Z J �-y a w O O o�ES " F w Lu zz o � Cn az zw Ln L.Lj o L O U = N �z z C owu o oZ OJ x se LJL z�z¢ Q O O Z oo�ow -- W _! L 0 TI I.V G LLI e g o V)~UzU U O coC *k N a Z z L ¢ , z z °° oo g = a z OLU ,-i a U SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. ST 3 N 0 r- r N I a, m LO cV CV N O J W N I i i 3 a 00 O i a E 0 v J ID LZ E2 U v 0 UI 0 00 N DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1I2" DRYWALLUNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX. 8" DO NOT DO THIS PROPER INSTALLATION ` 2"x BOT. PLATE W/ (2)10d @ 6" o.c. &llIX144111/2"LDRYWALL FOR CONN. DETAILS FOR CONN. DETAILS CONN. DETAILS X 4 X 4 #5 REBAR TYP,FOR ` ( ) 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 1X4 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0FURRING FURRING 3/16"0 X 3-1/2" LONG TAPCONS #5REBAR ` (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED 2X8 STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL 90° HOOK (TYP.) STD. 90^ ` �� @ TOP & BTTM CHORD, AND (8) 1x4 P.T, & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 ri 1/1 NOTE: SHEATHING TO DOOR JAMB (REFER EACH END W/MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR OT OM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS ' JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 oa @ 12" o.c. — J FURRING — — — — — — 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS +2 NOTC @FIRST COURSE SIMPSON HGAM1oKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 I INTO BAND JOIST & C 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES +5^ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A_A = 1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,Z-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 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 2 1/4"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 CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE(NOTCH)POLY-CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ' INSTALL WDW. SCREW ANCHO 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 (NTS) 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" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" x V'i yj TO TRUSS TOP CHORD O.C. + 1'_0�� 5�_O�� SCALE: N.T.S. SS 12 + OTH PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS INISH FLO QR ° 2 x 8 BUCK - CONNECT TO BLOCK SECTION 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 TRUSS ° ° a ' #5 BAR .s BLOCK HEADER 2 0 8 SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + SOFFIT + + . . o .'> p °' p• 10 s d ° CENTERED W/ °o IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► ®° n ° o : ' KNOCKOUT / �I 8d NAILS EACH TRUSS o a ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN-, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END — PROVIDE (2) MIN. PROVIDE 2x W/ ° CONNECTOR �® _ _ a p e CONT. (3) SIZE AND RE NFOPEROPLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL o ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT 6 z TO BE INSTALLED 00, 00, J BUILT UP PLWD. BUCK - 110 4'-0" MAX SEE PLAN PRECAST LINTEL A.NDARD o ffTA SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ; HOOK N #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD FOR OVER HANG FILLED CELL, - ° . - °, . 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . • . . . , � ., , • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _, ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTEsk- NSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS —,) SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD O � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g EPDXY MIN. 6" EMBEDMENT & o a SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _0 F F 3" MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP ' I I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o -' A LU CL REINFORCING AS FOLLOWS: SEALANT ��_ =IT111 S I I r 11=1 I I= LL a 1 Q PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. u o _ _, LEI I �I I�� I TTT r� � -' #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° —117- EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL n caFILLED CELL SMOOTH. DO NO FURROW. ° o� N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p o G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iNI Q REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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 RE BAR. 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. 00,COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0° SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Q V) C9 w � p 0 11' U W F__ Eop �M c: ca M 2? C 10 — U = it ii' O p t LL 00 co 0 n Lv Q von LO 0 � m Q o NIN- n 0 ew p �I, dry 4° O �e N t7 Z — a✓f0 J LE lL 41.1 er La C Z y,� �.gY To the best of th44Wneer ndgt - , inforT .' n, and belief, the structura rV j pd specificatiqq�tr'gg?i;-'oii'tained these drawings t2�;lY'1`'Florida within co��(tRlt$. Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O ON Z 0 O cuI� C:) �> M Q _0 2 0 Q U_ C� V 00 Q Z f� W~ J� d' 0, �o za �a .ZgE& U�80 BUZtr Z LU O��S ULU = F�O w OZ Zo N > 4 U 0C c: L � � N � o ' ^ y / o �¢ o = (V J w ou �Ro Q LJJ race¢ N I� WLLelz;� < t�aa3 ono Z o��o W ,�-I Lr) LLj a A J __1 di Z o Q Y Q 00 Q Z z w W l- Q�Z 81 L N Z M W O _! (�"' a Q Z c=n SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 501 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 CONY. FRAMED RIDGE YBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. 12 0 N I m LID 1� LO cV v cV N 0 N C2 E 0 I N ' M Y � O '�Z—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS, SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = 1'-0" DIAGONAL - AT 8'-0" MAX C� rri �- vu `w L_rwi Av v v "u 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 -h CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS SEE ROOF PLAN SHEATHING 4 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 SSES (2) 12D NAILS --� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHEF (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k 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" = 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL 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 PFT OP INFORMATION. BOTTOM CHORD OgLVARIES 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 $ SCALE: 3/4" = V-0" SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFi SCALE: 1 /2"=V-0" HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH Pl TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 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 MASONRY WALL 4 SCALE: 1/2" = 1'-0" SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDULElPLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� 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 0 O SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"= V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" lL] SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE 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 Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 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 aC� ENTRY FRONT WALL SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION / I FOR ADDITIONAL INFORMATION SIMPSON OR IF 2 PLY LUS26 w/ (8) 10d NAILS - TRUSS SIMPSONH Z LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE Lo 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" DETAILS &SECTIONS C9 .- zM 0 — Q0 z� z <t U) z tn (D cn LU M p �U — 0 11J .@ I- o0 �� U LU — 8 N M C:E [2 O M 0 00 != v W L LL. 00 0 o ¢m mao 1 D. N wC�V 4" o �O�W.�.N .,� U11"11tvo,. _ $%, N eO� ^0°�4,rfq, _ �'W p. Q I,ylT � "w` 18 E �yD To the best of the Err hiiOlft Irno 1pdge; ihformation, and belief, the structural plans dr�d'�p' �'cifi&ations contained withinthese drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal - CD O Z N O0)N 7 U) C:) M 9V) (InuL f— M al� Ufu CL ,-i O ro Z WJ CD d Mj oz w zaa f Y ~ w¢iY� UZOp Z U uj �Dzz MiWz Y LW 0 2. '^ UoIN r Z 0 Zo Q8 xz IR Fz Z Ln V W 0 O _0 C U = N J 9� o� LL � -0 X U G W B0-d �Za Q o��s Z WDu-2 Z w ,�-I Ln LU a < 0� = a J ,—I LU o cn 0 zLU Q z w W z N Z Z tu �z W �0 z ¢z w a U0 SCALE: AS NOTED DATE : 3/29/2018 TECH: J M UROSKI VERSION N0. 5ol SHEET NO. D1 00 0 04 04 O , (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP 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 O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2I HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE / o 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. T INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS "E7 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER TOENAILS.) SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft 2 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 3 2x #2 SPF STUDS @ END OF ( } 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 BOARDOR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ (11) 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR 1-1/8 RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL •° °• VERIFY W/ PLAN 8d NAILS @ 3" O.0. JOIST SEE PLAN (2) SIMPSON MSTAM36 W/ I -JOIST SEE PLAN � PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10dLY TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID 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 MASONRYWALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION 2x8 2x6 TOP 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN PLATE SE P o°oo°oo°oo°o w/(18) OF CRIPPLES IF LONGER THAN 8" T P. IL. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MINU 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 d--\ HEADER w/ (2) 12 TONEAILS THE FLUSEE NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (Z) - 2X SPF TOP PLATE Pw/ LAN FOR SIZEIDE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° �D SIMPSON SP1 w/ (10) 10d NAILS INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G (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 O PLATE SEE PLAN E INFORMATION MORE 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" . BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B H B C PRE-ENGINEERED F SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ 2 12d TOENAILS T/B () (2) 10d TOENAILS AT EACH END OF 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 / SILL (MAX. OPENING WIDTH 4 FEET). 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"0.C. TO BE INSTALLED AT EACH END. COL. SIZE (J 0 2 x 4 #2 SPF STUDS B O INTERIOR HEADER G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER SEE PLAN E F TYP F F EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM \ ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS NAPS AT BASE IMPSON 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/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. 2nd FLOOR STUDS BE OW BOTTOM TO HEADER AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. GIRDER @ % (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = V-0" ° 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 FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ SEE Q/S4 FOR REQ'D JAMB END OF HEADER INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE WJ 2 12dTOENAILS. ) 3" 0/C �c 2x CRIPPLES @ 16 O.C. 2 2x HEADER SEE PLAN () @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. ° '�<�TFN �9T O 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x �8� T TOP SPLICE tiljN Op (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 ANCHORr8 I BEATER THAN 4 F FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD ° S G N 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, ISILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS '' W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = 1'-0" (D tp Z M —d Z� d U� c/) 0 w . u L1J � o o 0 C6 °— m " V L- t— — 8 N M C (6 M T � c 000 = L LL M NQ� <o '�C or �n� rn ¢ d Is D. N C B.D C ° E � o ° d•ciw z d �,e<, ••° LL10 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 ON Z O I) tj z > U) M O 0 .6r M aU-) -MLn z Q U � a U a00 a z § E� WJ Z 2 C) 13 oZ i �p z¢a �a w¢.n: oa�o Zww Uoz� ota2,o O W o = W z o�o N ;o J _p z:Z Z c Ll') U W cu N ) o 0 -5 L l W �a U = N U) w <�o 0 Q fV 0 oao< a Wiz¢ Z LLJ =t2 aa'! ot° z w W z gLLv Mu Lu F O M W Z awZ aN ZIn a O 00 rn T—i 0- U0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. D2 ^' ^ 1r) WEATHER ✓E BARRIER & tARILY SECURE WEATHER 7 RESISITIVE BARRIER TAPE -1 (ASSEMBLED WINDOW i � ' l ;I 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 c v v v S N 0 04 7t rn CV 1 00 r- LO GV x N �O J N �Ia EI E 0 o. S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW ­ III— rL�rMonuNta EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN - , OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING E AM la LASHING Q 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 WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK NI�&AKelR19 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 F� WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ■' MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 v SELF -ADHERED FLASHING INSIDE CORNER �Ground 7 SELF -ADHERED FLASHING T SELF -ADHERED FLASHINGM1640 FOUNDATION WEEP SCREED DECK JOIST /I OUTSIDE CORNER Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ , NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 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 Z M 010 - o zCO Q a (D .I--+ W ra C)CJ - O `LJ un C T E U a� Cco )W ~ C� W co O o co _ U� t t- 00 Sao �o <C rn Lo0 rnCL Q d ® Al 81D.1 'W1 Ir 1-*1 N N Z ooQ� o a 00 �Z Z_ `W �_M_�_ 1Z i Li N W ' " W V L--25 Q air Z Z O ¢' cr a C? m m LLW N¢ in O U c-') To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0! 0 0 Z r-1 0 (V H M O� M Z Q •� d- r2 cn 0 Q L CL � rl Q IZ CO .� Z fp WJ CD d- A oZ �o O L Z <Za <IxX W U Z O p Z L �jZZ �o.w Wa0-0Ln O 9ICE 8 J Q oZ ZZ iw Qo fZ DC 0Z O2: N 0 -0 0 0 U = N �� Cc w 'o v aV�Z J 6 O 6 s'r'' ¢ V m N a 1 I\ Zwo< Lu Z � Q � oo�o' Z ^ v.��o ' F J r� LU Q noZU 2 U W ¢ - M W L Z �z o g a z O = rn ,--I a U0 SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ol SHEET NO. W P Re: Wood Con stru ction Co n nector Com pi lance for 2015 In ternatl o nal Codes & 2017 Flori d a Codes HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 As required by Florida Statute 553.842 and Florlda Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below iftheywill be utilized on the CU 0 > 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 ofthe applicable listed U-) 0 H0610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 tegory Manufacturer Product Description Approval Number(s) Test Pressures CU Section 2303.5 of the 2015 International Building Code OBC) and 2017 Florida Building Code (FBC) specifies that U) < j . oist hangers shall be tested per ASTM D7147 Testing and Establishing Loads ofJoist 14angers. Previous versions of HDO410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM D1 761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest ofthe following: HGA10 FL17699.1 Evaluation Report HGA10KT FL1 1470.4 SIM200803 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NONAMPACT) FL20461.1 +67.01-67.0 psf 1 . Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 -57.01-67.0 psf 2. Average load at 1/8-inch deflection ThermaTru Firber-Classic and Smooth -Star (NONAM PACT) FL20461.9 +67.0/-67.0 psf 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FLIG447.2 ESR-2551 The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA18 FL1 1473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-6 .0 ps strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 TherrnaTru Classic -Craft and Benchmark FIL15225.1 +67.0/-67.0 psf material properties exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Sirnilar Devices in +67.0/-67.0 psf October 2018 to incorporate a methodology to evaluate products to the 2015 [-Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL1 1496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 on re-evaluating wood construction connector loads to the new standard to update out product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product However, reevaluating a large number of products will take time. While manufacturers work with product certification HTW24 FL117244,13 ESR-3455 HTS24 FL1 0456.24 ESR-2613 PGT Series 5570 FL251.10 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 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL1 5279.37 -30.0/-32.0 psf editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential VtAndCode Doors W5 (16X7) FL15279,53 -30 0/-30 0 psf The information In this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie, Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WriclCocle Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf strongtie.rom 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. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WndCode Doors VV6 (16X7) FL15279.102 +37.0/-41.0 psf Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DIRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) A04HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI VAndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf Engineer, Southeast U.S. Branch PGT Series 5500 FL239.7 E. OTHER JUS26-2 FL1723211 ESR-3445 LUS26-2 FL10655.112 ESR-2549 mi KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardisPlank Lap Siding FL13192.1 - FIL13192.2 N/A Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 072.542.4139 ww#,stronatie.com KST260 FL17244.16 ESR-3455 MST60 FLIC852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272,1 - FIL15272.2 -70,0/-70.0 psf LTS19 FL117219.2 ER-0200 LTT19 FL1 1496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 19'wide roof panel FLI 1651.2 R3 N/A MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FLI 5076.1 - FL1 5076.2 N/A MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL1 7244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 B_ TRUSS PLATES ITW Building Components Alpine T ss Plates FL1999.1 - FL1999.4 NIA MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 -ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6627.5 N/A MTW15 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintel$ FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be available to the inspector on the PAU66 FL17239.13 ESR-3449 GLTV3.5116 FL10667.8 ESR-2615 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 PHD2A FL17219.3 ER-0200 FGTIR FL11473.2 SIM200,802 understand these products may have to be removed if approval cannot be demonstrated during inspection. RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 > SPTO FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 0 CU SHEET NO. PA 1.0 ��,-�- . ---� ----� ----- ----- ---� -----�� ----�------------ 1 Florida Department of Business & Professional Regulation Building Cordes and Standards Product Approval Application Dotal Pap. i 118r2018 Florida Department of Business & Professional Regulation Building Codand Standards a Product Approval Application Detail Paper I 1440te Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papal 1151018 Florida Depardrlant Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail peps 1 a2 7/5201a � � � V }a W C Q W O O � � I.JI.� }a (�' • � �•r• U) � � ' ; � T! V _ O O • L O �.L O - — T� Car ♦ /1 V `v O y r O /e� � � y_ V�J ^ - / f1 i,L U ) �I/ to y � O 0 Q PLe204NR2 Settle ingkz bete 20 DataP-rib- Dre � version lles�uu fanYct f�a Ltramee Veld IW Vddtld ash lB&A■lavel Approved aiMb Revision 2017 TMrma-Tru Corporation Rick Wright Lyndon F. SdankB, P.E. Ryan J. IOrg, P.E. 10M52017 07I2/2017 101182017 7T1122017 Approved Category: Exterior Doan (419) 2WI740 PE-43409 (813) 7678555 subcategory: Swinging Exterior Door Assemblies dckw®rwoW9conwitants. Compliance Malbad: Evaluation Report from a corm Florida Registered Architect or a Lloenesd Florida09WWW Prohesionsl Engineer esId16 Aes1■mt Approved for U" Approved for lher IMMr DBWM AMt Number or Name Product Modist.In HIM oulaItleHVHZ saillass PmrM 1 a. Thera-Tru FIDSrCbsste anti Smoo .SW Nominal Sdi39;8 &quatHwHmpsd1quok Opaque 12/312020 No Yee No N/A COmpceb Edge Fbngtesa SInioa Door (InswirprOdewing; X aonbporatten) FL12esat.R3 221111 Er11hLM lab Jah Data Pending tide mm Yorsmn d CantMd LmIt LL�est vaetlmadar yanatld AW MW FOCAaMmhl Approved AIM& Revblon 2017 Themm-Tru Corporation Rick Wright Lyndon F. Sdanirt, P.E. Ryan J. VJng. P.E. 12/132017 12/132017 1221/2017 Pending FBC Approve Category: Exterior Door$ (419) 298.1740 PF 43409 (813) 767-0555 SubCabgay: Swinging Exterior Do. Assemblies dckw@n+bldgwr wtanb. Compliance Method Evaluation Report from a com Florida Registered Archlted c a Ll erred Fonda Professional Engineer FL02mi4i2 c9es F l� 20 DANpmid■ go um Vendor ttarsftchm EJ roes[ RLIM� vrwra by illiod Subadged i Alerhtd chars Revision 2017 TMrma-Tr$: Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/152017 07112J2017 10M8f2017 1211=017 Approved Category: Exterior Done (419) 296.1740 PE-43400 (613) 7674M Subcategory: Swinging Exterior Door Assemblies rfckwesrwoidpconaubMs. Compliance MNhed: Evaluation Report from a met fed colicensed Floridaia Professional Engineer F1.6 0481A2 Prod uaa amwb aug A—w dfor Uso AFL!! mlMal Do" alai Product Model. Number orNam Product Description Contrast Itualration Dab ID.RM DLlshekNm l3,rhhnt 9eslre! 6 L Thermo-Tru Fiber-Chaeie and Smocil Shr Nominal SIMIU;0 Squd;Nmlmpd8quok Opaque 121i12020 No Yes No WA CompositonewwWa Edge Fbeghas Single Door pmwln9/Oulw'InY; X configuration) FLeM"I•R3 Sr9$ Ent.Lat lire gel! Jah.Padl■ ! lithe Ylrshn ! Contact Eimb■raLlomra y y auk J Adl�Yld At" Revision 2017 Them a-Tru Coryontbn Ride Wright Lyndon F. Schmidt P.E. Ryan J. Kkq, P.E. 121132017 12/1312017 12212017 Pending FBC Approval Category: Exterior Dona (419) 2WI740 PE-43400 (813) 767-6M Subcategory: Swinging Extedor Door Assemblies akitwombidgconubms. Compliance MNhod: Evaluation Repot ham a carrn Florida Registered Arohbd or • Licensed Florida Profaubnal Engineer F1tfQ!l1SY fetes EnthLu lire late CalLbig m doh riot Version [a Lirasyaedobd By Yimtld adarsitted iB Amid Androved a1Mh Revision 2D17 Thr -TM Corporation Rick WrgM Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/152017 071i=017 10/182017 12/1=017 Approved Category: Exterior Doom (419) 2W1740 PE43400 (613) 767-8666 Subcategory: Swinging Exterior Door Assembliesrickw®rw6MpcomiuRMb. Compliance Ilaatod: Evalwtlon Report from • orris ArtlWed a a Licensed Florida PiMaaWnal Engineer FILIMI III-M Produces gudkAuumwm AMnI diotlbe AMA kneau'l, geEl■ lag Otftwo »Dli RealWnt prosso a 9 I. ThermoTru Fteer-CWelc and Smooth -Star Nominal SW39;6 aquotbion-InpedBarot Glued 12/304W No Yes tie WA Canlpce6e Edge Fbegbes rodoningio Door (Inewig/Outewig: X aonSprnMOon) FL17a481•Wsi4d! 1.nthL9r get! g.k beh2Mdlm art T3= Ya01■ ieRow C�aJ� Y31�a, Yt� FBCAdargl.l A■1� amiss P—Won 2017 Tlmrms Tru Corporation Rick Wright Lyndan F. SchmaR, P.E. Ryan J. KMa, P.E. 12/132017 12132017 12212017 Pending F13C Approval Category: Exterior Doom (419) 298.1740 PE 43409 (813) 767.8M Su6CM gay: Swinging Exterior Door Assemblies ddlwesnvMdgaoneritaMa. CcepNRegh tared Method: bl Evaluation or a Report from ri r»rn Place Ragbbred Archbd a a Licensed Fiords Professional Engineer fFJ�s162 �es )ram gr DW lids Dab ParOM 20 volmom rA IYM Ylrs1M lhrsdeders[ CsntacL l:m�JiJn� Velhrd $ FjS'cAmlaYr s � Revision 2017 Therms Tru Corporation Rldc Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/15I201T 07/122017 101182017 12/17/2017 Approved Cp11gcY: Extorter Doom (419) 298-1740 PE-43409 (813) 787•BSSS BuFaCatepory: Swinging Exterior DoorAMsmbibs rbicwesrwbldpmnsuitMnb. Coahplhnce Method: Evaluation Repot from • ewm Florida Registered Architect or a Licensed Florida Professional Engineer Ouft A— As;aovidbe Usto A9aretd fbr IMR29 IhdM i P Model. Number or Monte ProductDosellodon m outside HVHZ 1 14 n, Themm-Tru FitterCteslic and Smooth -Slur Nominal 8&#N;0 agh�Non4mpect&quot Glazed 12012020 No Yp No WA Composite Edge Filxerplaes Saab Dora FU20/M-W (fravhgl0unalmg;XeontgaKation) �! Endl or 2di 2da DdePGMNM Qi1a mula Version YAW" ighmad A —loved Iwo Review 2017 Therm l-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. 3) 767.6565. P.E. Dons rictw 298-1740 PE43/0a (Ryon Cis pliancy: ethod: B Fbsrbr DcerAssembRss M0aahau5anb. ry.ExtSwinging Subcategory:ory. Compliance Method: fivelua0m Regal from a oath or a Licensed! FloridaFLNZM140 Products FLM40140 produces Fte204S4t3 1Products Professional Engineer seat amume Product Dascalodon contrast EX.Inallon Data Apprdted for UM A,,r,,d.f9LU- IB!lltili ouwdeHVHZ lame Design P—IM serf ought Asoomersoo Product Description cmtmu EXOMM Dab Approved ftr Use Approved for Use hIYIR .SlyHVHZ 1moffict Hnhhnt ggolient pis $et Product ModsL Number or Name MCA-- Product Desorlodon Contract liburitallom Dab AlmlaydforU- ARRMMtlhtlha ImW 219a hlallr 4gwwttwm Allislag Pmu" fL2W61A3 Products claMtA-- Alter tellies ApororadocUM NOW 2OM 1 a. Themm-T1u FibwCbssic and Smooh-Star Nominal S1MG9;8 agndtNOMmpaalaquok Opaque 12f312021 Co posh Edge FbsyWa Sngte Door (InawMplOuWw"; X conlgaatbn) No Yea No WA 8 t TlmrmaTru FPooCbwk: act Snwoth•Star Nominal 8&039.,0 &quotMor lmpadaquot, Opaque 12/312021 Composite Edna Fbsgbes Sago Dux answbg/Outewkg; X comguaaon) No Yes No WA 9 L Thermo-Tru Fgher-Claasb and Smooth -Star Nominal 81113P11 &quotMOMmps"Quot Glued 12131/2021 Composite Edge Fiberglass Single Door (InvMgfOUMwing: X configuration) No Yee No WA g�i 14 PraNwl NO",tYmhber or Nun n. Themes-Tru FbsrCfeeelc and SmoohSter Nominal UM.'0 &quotNon-ImpaciAwot Glued 12/312021 Composts Edge Fbrylrw Single Door lal.$M� ,fir No Yea No ,P�ya WA (ieMing/Oubsu ; X alomlgu dlon) Florida Department of Business & Professional Regulation Pagb I e 1 Florida Department of Business & Professional Regulation papb i d, Building Codes and Standards 115=16 Building Codes and Standards + 62oIe Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Peplum +/a201a Florida Department of Business & Professional Regulation Building Codes and Standards Paga l d l I/mole 19,t1t224Ba Cads Im! V.W- jilliguilighm EnthLot Soom EDabeeraLie YsYtlrdBy 21k 20t raided &IdmrW Dole Pending 21ft FINDAwmrel Acprove+l AldMt Elsie22a:e4 Ime Yaoma Manghl&IrsL contact Emmes[aLicense Valldmedax maid" Aghmeled F&CAtlarmul Aogrorsd ataab Product Approval Appllcathm Detail Product Approval Application Detail ReNallThermal-TMn 2017 Thermal -TM Corporation Category: Exlerter Dons Subcategory: Swinging Exterior Door Assembled Compliance MNbotl: Codification Mark or LWig Rick Wrght National Aace®te8on & Ryan J. KMg, P.E. (419) 296.1740 Management Institute (813) 767-0565Dab dckw consukmnta. can 1=02017 091212017 l2rQM17 Approved R.Won 2017 TMrme-Tru Corporation Category: Exterior Swinging Exterior DwAssembtes &uroaeipory: �gbg Compliance Madwd: CedauWn Merle or LWhg Rick Wright National Am* ed m a Ryan J. King, P.E. (418)eenwb Management hmlaub (813)787-BS56 tonne 1220MIT 09212017 12222017 Approved Vtide Iyg! Version RW WW 2017 ! end Windows and Doan Entlbr madedet Striae Em�ta.Llesme YeMrdlet Bzem Sender Lute Roberto own Lomas SM. Uridh, PE lire Pete FINDAnOdl■ ,W Ydbrd anOmtltd 1>3DAommMl Aaomved 081132017 OSM1/2017 08/152017 f 0110=17 atahb Approved FLIIJS.e. Cede lyg! YstdM Revision 2017 l M WMan dows and Do Entity ..k .� Egam[3J� YeMrd.®t Brent SNager Luis Roberto Lane Steven M Ureh, PE tins! late F11CApmllM gIM Yditl� all4ml0d fll!<Aactmmr Aelltbtd OSM 312017 08/112017 08115MO17 10/1 W2O17 afeeh Approved F1.111452211-11014 Products FL9152254U Productssubcategory: Category: Exterior Doan (717) 3tL3.33D0 PEffi614 (717) 3174454 Cote": Exterior Doom (717) M3300 PE-62514 (717) 317-8454 Sliding Exterior Door Aseamb8as been"rawd.care SuhCabgay: Sliding Exterior Door Aasamblbs belMngen®med.aorn slut Prot Modal. Number or Na Quality Assurance [E&d Approved for the AOu In HVHZ Outside oved for Use IMD"t )Russians: Dolan PJyeMR Ala Product Model. Number or Name A9d0ad 0!ffid�Ctldb6 Sd:mkndFt for Use ladaDli AOutside,HVHZ JMW lhrrar DOW PJZWIrs a ��htened Architect a a LicensMegwd: Evaluation Report ed Florida brlda Floridam Rep Competence- b Florida Registered Ardnited a a Lherx�m Florida 1 a. &gntCbaaio-CrehBquo; act &quotSendnmark by TMm1e-TruBquat SR and BID Opaque and Goad Fbagbes Door with 12131=1 end wittoa SMeeNs. traveling and Oubwig No Yea No. WA 6 s, &quotSmoo6h-Sbr&quot and agwtBendur ark by TMrm►TnrBquot SM and tip OW" and Glued Fibsgb6s Door with 12131=1 and wWxxd SMaMes. klowi g and Cubmkp No Yaa No WA ProbasbrW Engineer FL81se32-R4 Products Professional Engineer FL#1533Z^4 19" Products ISO" orlhoner QL%M Aesursm! Product D acdnYM Apormod.faritoo Aomovadmrthe imom IBIDQS Outside 1llIZ Rwh w Doolon Pressure affi.t Product Modal. Number or NamN QMINCANWM M Alaltavell for U" Anchored for Use IWO inliY/& d Design P19es9R Sealah.Cdfda 3 SERIES ALUMW Me SGO REINFORCED 420 SERIES 420 ALUMINUM SGO REINFORCED OXO 120312018 No Yes No WA 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 42D ALUMINUM SGD REINFORCED OX, 1213112018 No Yes No WA 1463/4&quokx98&gngt; XO, XX g6&quot;xB68g1et Florida Departmert of Business & Professional Regulation Pop + of I Building Codes and Standards 1/Mla Florida Depertrttent of Business & Professional Regulation Building Codes and Standards 115=+8 Florida Department of Business & Professional Regulation Page I of I Florida Departrent of Business & Professional Regulation Page 1 of I Building Codes and Standards Vomit! Building Codes and Standards Im m+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail l7t111332414 ! Simh EDYhsr gets !his Dab Pending laia E6t15279-111e 220 Edlhsr 2WE late Dab Portland Will 220 slam Vmmn haul Editor SRdad Eflak M&.Lb— Validated 9, Ra Dee Yelmw aWmred P* Pending Deis F&C Approval Ao,,*,,d all" raft Ime vow- laemesrAm Efift or Contact Enaies a.Us—validated as Deis gate !tom Valtltld athmald POD AMaD1(al !ate Aear9ved AWO MW VmIM Review 2017 lbnldacm■ Ckxpay Building Product. Company C—led EmIasso, aJicense, VWMetsd By Made Waasterlied Ineartsk Testing Sonloes NA, Gary Pbhw Ysldrd arimabd PBCAommtd Aoclalod 1129rY017 OW10/2017 12/052017 Amm Approved MUM version RevWon 2017 maddisitax Ctepay Building Products Company contact Eoahescalia— V.Hdkw Be Mad. Westerfield InteMlc Tooling Senlps W, Gary PNehW Ysltlrd alb F9CA■FOVal Aesm>ad 1l2WN17 08/102017 12rAMM17 ahhb Approved RevWm 2017 MI Windows and Doan 0etrgry: aExterior Doom SuhCalo": Sliding Exterior Door Assemblies Core 11 Mohod: EwNa6on Report from a Florida Registered Arclited or a Licensed! Florida Probsllonal Engineer Brim s"igor Luis Roberto as LomSteven M. Urkh, PE (717) 36533M PE-02514 (717) 317-8454 08113/2017 051112017 OVISM17 10flWW17 Approved Revision 2017 MMrd Iowa and Does Category: Exbrlm Doom Subcategory! Sliding Exterior Door Assemblies Compliance MaedEvaluation Report from a �aRegi Ar Mor Licensed Florida raei Brent Sanger Luis Roberto Lomas Sowh Steven M. Urc , PE (7M 36533M PE-M14 (717) 317-8464 beeng larliwd.com 051132017 OWI12017 011115=17 10110=17 Approved 11111127111415 Cotegoon ary: Exterior subcategory: Sectional Exterior Ooor AstemDbs Compliance Mailed: Certification Mark or LbWg Products (513) 770A062 Ina. (513) 519-0be8 nnvestaxwedaPsy.ao, Aoprwed for Use Aooroved for use brIped !ate FL111152794121 Products Category: Exteft Doom subCob": Sectional Exterior Door Assembles Conpbnce MNhod: Cerdbe6on Mari orLuting (513) 770-8062 Ina (513) 6104M rmaesterBeMQdopsy.can 91a9L Acomeed for AMtM.ctCdfor Use lersKd laden n ■ _ cz bet Product Description Contract Expiration Date inHVHZ Womb HVIKE Elisam PJfer■ Awl ht1MlS Outside HVHz aeltlMd PJessun 37 037 W6-09 PAN-2F151: 84A, 94, 73, 75,15M. 190, 76, Steel Pan (min. 25 ga.) Singl Car (up to 9V wide) g521202a No Yes No +30 PSFl32 53 063 Yr.18 PAN-2F153: 84A, 94, 73, 75, 1 SM. 190, 4RST, Steel Pan (mid. 25 ga.) Double-Cor (07 to 16'0- 0521=28 me Yes No +30 PSFAW aMt Product Model. Number or Nun Ammved for APpro1hd III HIM Oualds for mmw HVHZ Restated Design Pressure ggai Product Model. Number or Man OudbLAlone Product Doostiodold Clanked Eokdlm Dole Aporoved forStet AMA Ingym 1MMct lid Design Province 76V, 4RST. 4RSF, SRST, BRSF, 2RST, 48, 42. 85, 480. 42B, WS, GOSS, GDSSV, GRIIS, GR55V, ARSE, ARSSV, WINDCODE&M774; WS Geroge Door PSF 4RSF, BRET, 6RSF, 48, 42, 5S. 488, 428.665, GDSS, GDSSV, GROS, GRSSV, ARSE, AR5SV, ED58, ED5SV wide) WINDCODE&e174; WS Gangs Door PSF 1 SERIES 420 ALUMINUM SM SERIES 420ALUPANUM SOD OXO 12131=0 14S3M4uoI;xg086qu0t NON -REINFORCED No Yes No WA 2 SERIES 420ALUMINLIM SM SERIES 420 ALUMINUM SOD OX, XO,XX 12131FA18 968quotar84dpnot NON4iFJNFORCED No Yes NO WA ED6S, EDOSV (D I-Ansch Clitedis C: Florida DeparbneM of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Paq 1 a+ 1162018 Florida Deperhnent Of Business &Professional Regulation Building Codes and Standards Product Approval Application Detal Peg. + a 1 + NYOm Florida rtrnent of Business & Professional Regulation �a � Building Codes and Standards Product Approval Application Detail Page + a l 116=18 Florida rtrrrent of Business & Professional Regulation DePa eg Building Codes and Standards Product Approval Application Detail Pegs 1 a Iis 1f5"mla ■ as LStI&4l3:84 cde I= Version Revision 2D17 lhmdectiffm MI lAindows and Doss Categury: Exterior Doom Subcategory: Siding Exterior Door AaaambWes consoe— MMhod: Evaluation Report from a Florida Rapbtend or o Lloassed Fonda Enter or Contact Engineer a.Lk— Ys By Brim Stager Luis Rolm . Loos Steven M. Uddn, PE (717) 385-WIM PE-62544 (71-0 317445/ baNingeresmed.Con grit 21h Ystlddd aWrsled Mi3/2017 0aI12017 Dole Pending tide FROAoconvol Aemowd 08/15/2017 10/10=17 stable Approved �� dmtle Pete Veahn Revision 2017 lhmdacAes[ PGT Industries Category: Exterior Door Compliance ad od Exterior i oa Mssrnbbs Compliesce elelhod: Ceatifintlon Mark or Listing Enders contact E-h—&Ukursa V.Iidatsdav Dean Roark Mlarn4Dado SOLO - CER MWnI-Dade BCCO - VAL (941) 48"WO VM 315.2590 dwrir@ppWdusbteaaxxn R a doh Data Pm hlo Validated Submitted FBCAoaro!m 122012017 ll282017 21M Aac!Vd 12252017 chars Approved nee+sa7.ar 2ok mm Version Revision 2017 thontelYtu CURRIES Division of AADG, Inc Category: Exterior Doom subcategory: Exterior Door ComponentsMarko Compliances! Certification Mark or Lbtlnp Enter or 2WAMt Enalned3LicaMa VeIlddedBy DMic Dow UL LLC Ted Barman, PE (611) 494-2844 (305) $684707 tlaw.dedkxt�sesaabby.00 m no Doh Dam Peadw lire validated SWmllbd FOGAmranrtl Aemoved 1113012017 10262017 12I05=17 sma Approved Plt1I5994t2 2291 IWM Variation Revision 2D17 thmMMnd MI WNndows and Doan Cmegory: Windows SubCategoay: Stegle Hung ComrplWeo Msbed: Codification Made or Lb6np EdhLct contact Erlanger aLNMN.yerAdwBy Brent S"r American AmdkcWnl Steven M. Urkh, PE (717) 3653300 Manufacture Aesodation (717) $17-0454 Mlanper®mkvtl.Con Doh DIM Date FmKba Doh VafWehtl lgkM d EBCAgserard Acclaimed 127292017 12/13/2017 ah§a Validated ■ — Engineer ProMsional Enpinasr FU261412a Products FLsie517417 Products R.N74e4t2 Products t Product Model. Number or Name Cluster Assunnn Approved for Use Aooroved for Iles 1Mtacd .pmkn WA seat Protluct asmem. N.ahe.rorxmxr gig C9mctEI Approved for iher Approved for Use IWA@d a In HVKZ. o Z Betahat Doom Frosesre ant D9�E1♦li Approved for liver Agairmilldlor Ulg hoed t In HVHT O BesIWr Delon FLOUR ¢ 5 Product Medal. Number or lahn SERIES 420 ALUMINUM SOD REINFORCED Cuellar P d SERIES 420 ALUMINUM SOD REINFORCED )DX 12/312018 10,dgHi g No !cod i Yea No lhd■ !'JeesllLt WA 1100 SOD3570 (Large Milste impact) Vinyl S r OMB14=1 WA 1 607, 707, 727, 747, and 847 Sir,* and Psln of Door Flush,� � Lowered single and pairs of 12131=6 Yaa Yes Yea WA 2 1S5 SH 62.84 FkdFlerga Frame IGISG Sego Hung 10/092016 No Yes No +501-fig 1438quoXg8&qud; 2017 FIL Ot 251.10 U) Florida Department of Business & Professional Regulation Pali. i d 1 Florida Department of Business & Professional Regulation P.g.1 a l 0 W Building Crudes and Standards 1=18 Building Codes and Standards 1mm+e Florida Depaftnlent of Business & Professional Regulation Building Codes and Standards Pager l al iiNmis Florida Department of Business & Professional Regulation Building Codes and Standards Psga, a, 11'=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail � ('— v J P1.11111113111,110 m; Cgdt riao Vsomn 1lM{ EI�cR S'dntMd ED�esLaLIMMe wlMme av late belt FDab SCApadm Yaadleed $J�d l3CAMImaI Agclayd small Cda Im! Ylrsbn ! Eft or t Emf0�&.LIM�s vWMNed By lire dish DowPortlandtom Vedbid E+imntd FHCAMrmtr AMOmd atesa lllle2T9�1 Bt1a3>464 rlm mm Version Revision 2017 FLIMB27111146Produda lesmdataim Ctepay Building Products Company Coopory: Exterior Doom Subcategory: Sectional ExiMor Door Assemblies Canplimeo Matlwd: Certification Mork or LhBnp EY41W or Caeca EmhesL&.LIM Valldebod 8, Mark Westerfield IdeMk ToWng Services NA, Gary Phashhr (513) rM8032 Ina (513) 519-0588 "Wedwbld@dom.Com lab ate Yalmrd aldmWd 112&2617 08/702077 Data, Pontiac! gate FBQAoDrowd A -roved i2/0512017 it" Approved 22112 mm Version Revision 2017 FLIMS2794W Manufacturer Cbpay Bugang Products Company Category- : Sec Doom &ubCpspay: Sectional Exterior Door Assemblies Compliance- Certification Mork or Lb&eg Product, Elnttrw Contact EOaIOtlL.a.Liberties Yanddw By Man Waer.Afed intsrtek Testing 8snices NA, Gary Pfushhr (513) 770-g062 Inc. (613) 51 B8568 mnsreeterbidQtlopay.txxn luk late labPWKIM Yaw" IWMW FIND Asuirvall 11292017 081102017 20 AggLMad 12/072017 AMR Approved Revision MI? � � Doi MI WWrdow7 and Doors Category: Wntlows SubOsbaory: Fled Compliances Method. Certlficatioa Mark or LNdnp Products Product Nodal, Number orNe— Brim$MkWr American Architectural Steven M. Urich, PE (717)3883300 Manutedume Maocbtion (71T)317.8484 DSMingeramkvd.eom LMYeIAMYtMe PM&W,Qe feu Contrast Excloation 1213112017 12/312017 01AMWI8 Approved for Use AM®LMlmrlft. mtaact DAN InKVHZ Outside H HZ Resistant Approved lad■ prs Revision 2017 AMA PGT Industries Category: Windows, SuhCabaory: Fixed Compnance Yssnod: CaNficetlan Mule a Lbtlng ucts Dean Rua* Mi8p4Dsde BCC0-CER Mlsml-Dodo BCCO-VAL (941)486-0100 (786)31tr•2590 dnaerk@pgllndapstes.com DJbYeCAelafnM Product Description 22wadzEdON9020 1WWW17 12082017 1212WO17 AOMa1Cd.hLSh! Amaanhrad for Use lm■ct in HIM DahidtWHIZ Resistant Approved gems Pmem O ^� AMA guaft ANf■OM Produal, DNWJIDNM 220kidZNSM92MOM Approved (ha Approved 1,HVHZ Oulald.-HraiZ for User IMRO Htaveam Deal■ pm soot ItaliaProduct Quaft Assuseraose D,-dU,, Cam Aaaf>oved for Use Aaloiovod for Ues 1,HVHZ AddtleHVHZ Impact HeIWr psalm P— 1 185 PW 73 x 72 Insulated Glass 0403/2016 No Yea No +60/40 9 PW-6= (Lugo Mwesee impact) Vinyl Fixed Window 04002020 Yea Yea Yee WA CU 85 MYOS-09 PAN-2F163: 73, 75, 8M, 94. 42, 48, 428, 48B, Steed Pon (mid. 25 go.) SingbCsr (up to 9V wkle) 05212028 NO Yes No +38 PSFH2 102 102 M8-t6 P11N-2Ft63: 73, 75, 64A, 94, 4Z 48, 428, 48B, Steel Pan (min. 25 ga.) DoublsCar (97 to 187 05212028 No Yes No +37 PSFMI 4RST, 6RST, Goss, GM, ARSS, EDSS WINDC0DE88174; WS Gazette Door PSF 4RST, BRST, Goss, GRSS, ARIIS, ED6S wide) WINOCCOE63174; WB Geroge Door PSF C O Le — Florida Department of Business & Professional Regulation Pap.1 a / Building Codes and Standards V'l^(/ Product Approval Application Detail Florida Departmentgs of Business & Professional Regulation Pe1 a 1 Florida Department of Business & Professional Regulation pap I a 1 � Building Codes and Standards 116120141, Building Coda and Standards 1162018 BEN40$& � 220 RAW or 2im 21k wte Poetess ling W Product Approval Application Detail Product Approval Application Detal LM version Revfelon 2017 MEWSOM Therma-Tru Corporation Category: Exterior Dope Contact P.ndlm J16 Lk a validated By Risk Wright Lyndon F. Schmidt P.E. Ryan J. Keg, P.E. H19) 298.1740 PE43409 (613) 787-0666 vandebd Submitted WAcviaml Acc[mtd 101182017 1011OW17 1022/2017 12/12/2017 shah Approved LU P1.023111425 C99L Must. version Review 2017 ! PGT industrial Category:Windows EMeL9r Comet Paak es a.Lkeess V.sddw By Dean Rua* Marn4Dede BCCO - CER Mb nW)Sdo BCDO - VAL (941)488-0100 (7w)31545M oft Rw Yfdtald act 121202Ui7 12Io82017 Dub Penang 2 PECAN Aaolarsd 1225I2017 no& Approved FLN6as1 a& Im! Ymmn Review Rev201T 1 AnUfWh Q< M Windows and Doors Cabyay: Windows 6mM or contact EMmesta.LlMeac Validated By erican arken Ardxtsdurol SowM. n Urlok PE Brim Am (717)385-3300 Manufacture Aesodeiton (I'M 317-8454 20 DM! VakIStAd aWBLlld FW AMlanI 0tfoawle 01/03/2018 late Approved $had Vabdew FLAMM"U Products Subcategory:: Swinging Exterior Door Aseemblba Coupimg. 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