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HomeMy WebLinkAbout39898 Dawson Chase DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 61 Pit 0 P�� 140• C1\ 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN INTERIOR ELEVATIONS 2 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 7" FOUNDATION PLAN MAIN FRAMING PLAN 7 ABBREVIATIONS 17_ 7.1 8 ROOF FRAMING PLAN LINTEL DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room SN SN1 STRUCTURAL NOTES DETAILS ABV or Abv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FUR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill — - ----- A= _7 AFF or A.F.F. Above Finished Floor AHU orA.H.U. Air Handier Unit ALT or ALT. Alternate FP or F.P. Fireplace FIR DR French Door FIRT Front REC or Rec. RECEPT REF or Ref. Recessed Receptacle Refrigerator I - A_ .......... -------- - - S3 . ...... S4 DETAILS DETAILS BC Base Cabinet BF Bifold Door FT or Ft. Foot] Feet FTG or Ftg. Footing REINF REQD or ReI Reinforcing Required TH I S5 DETAILS SIS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room DETAILS BLK or BLK. Block BLW or BLW. Below GALV or GaIv. Galvanized GC or G.C. General Contractor RND or Rnd. RO or R.O. Round Rough Opening ST STAIR DETAILS SS RETROFIT DETAILS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector D1 SECTIONS & DETAILS BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door RU BRG or BRIG. Bearing C Carpet HB Hose Bibb HDR or Hdr. Header SH or Sh. SHT Shelves Sheet - —7 I D2 ------ SECTIONS & DETAILS WP WATERPROOFING DETAILS CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower _J CIR or Cir. Circle CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal SL or S.L. SPECS or SPECS. Side Lights Specifications PA1.0 PRODUCT APPROVAL NUMBERS PA1. 1 PRODUCT APPROVAL NUMBERS CLG or CIg, Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of INSUL or Insul. Insulation SO FT or SF or S.F. SQ or Sq. Square Foot (feet) Square PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS COL or Col, Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor CONN or CONN. Connection KS or K.S. Knee Space LAUN or Laun. Laundry SYP or S.Y.P. TB Southern Yellow Pine Towel Bar E7 CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile D or D. Dryer LF or L.F. Linear Ft. LL Lintel Length THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block L-A DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry OBL or Dbl. Double DCF Decorative Cementitious Finish MAX or Max. Masonry MAX or Max Maximum TOP or T.O.P. TP Top of Plate Toilet Paper Holder -A DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mir. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical [ , -- - DISP or Disp. Disposal MIN or Min Minimum LIC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or ON P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional Worw Washer ELEC or Elec. Electrical PC Pull Chain W1 or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W. H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W. M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WID Water Procifi(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. FIr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) ----- ---- PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS MEAN ROOF 15 FT. HIGH TYPICAL 01-04-18 4.0 2017 FBC UPDATES FOR SINGLE STORY HOMES MEAN ROOF 30 FT. FOR 2 STORY HOMESHIGH TYPICAL 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS THIS DESIGN IS FOR 12DRAWING MONTHS AFTERAND THE DATE ITVALID IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, onnissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 2575 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. I , LJ L -1 0 CD LL 4--J V) V) ZD — 0 U E 0 8 Of <C _see U) Z L 00 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ Ll E U CU 0 Z a ZO 00 CD E rZ 0. D u 0 Z CN t C 0 Ora Z W Of < Z 0 U Z 0 C�. C> 0. 0 0 •0 Lo > > 000 C) 0 Q C) 0 CID 0) r— 0) LID LID 00 0 00 0) C'4 E rn OZ o E LD E 0 U _J0 M JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. CS 0 0 N E 0 x 0 i d LZ 0 B CS 0 a 0 LZ 0 w 0 CN N 0 Cn w 0 Et v » TYP @ 2 STORY J S6 H.B. (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE g 1 COND. COND. I I I I I 3 UP 16R Cl) I I 1 1 1 I I$ TYP @ 2 STORY o 3 4 5 1117 � - - 9 00 FLOOR G.T. I i� 42"SLOPING o 10 - FAM I LY ROOM HALF WALL 00 M (3) 2X4 #2 SPF S O iv 8'-8' FLAT CLG. • W/ (3)16d 12 I FLEX M CARPET F- TOENAILS @ BASE 8'-8" FLAT CLG. T CARPET AD 0? G - o 00 �I S3 CLO h 00 - 8 N o X 5-SH H4 - - 2" DEEP '- ----_-_-_-_-_-_-_- N 2068 B.F. - HDR AT T-4" -- -- tV 16'-483" I I T-8" T-8" 3' 6" 6-0" ENTRY " FLAT CLG.I ss 0 =- FOYER O 4 d i TYP @ 2 STORY 01 cr OI OI �' 8'-8" FLAT CLG. 3068 1 (2) #5'S O ji TILE (3) 2X4 #2 SPF W/ u_ U_ �` (3)16d TOENAILS @ 1. low BASE w.H. (3) 2X4 #2SPF W/ (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS (3) 16d TOENAILS S3 @ BASE N LO O @BASE I ----- -- --- o 0 2'-6" BUILDER TO PROVIDE I D I S3 I APPLIANCE PROTECTION O0000 DINING ROOM WHEN REQUIRED PER FBC I CLG. PATIO $'-$CA 2 CAR GARAGE _ PET I I I 8'-8" FLAT CLG. I I I I I I 4'4" 6'-2" 6-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" I Ir I I I O I I r _ F1 j l L----------J I -T BEYOND WALL oN I 0 I I I O I I o 0 I i---------- - - - - � I I Fo N oI s 76 cc I I I L - J S3 I O - - AD i I I T 11 - -- N I I I '-8' FLAT C G. r 1 I I I I I I I.. 2' ' _ -B 2 68 - -- - .F._ . - 50 668 III III III f .-. REF. 2x6 WALL _Y 24 s, OPT. P- ANTR 0 16" DEEP ---- --- ----- D iv 5-SH CV J H.B.T S6 TYP @ 2 STORY 5-0" 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 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25 } S.H. 13 20 X 38 j 18 j X 37 4 S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18JX714 -- S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X 26 36 X 25 1/2 S.H. 23 37 j X 38 � 36 X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 j X 25 S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 } X 624 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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 top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 O +26.6 / -28.0 a +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) /J IL I (<_ -J) CD N C7 Z z g Q = m d o Pt V1 (D Q1 (D � N LL Q- 0 w t,n r­ E �N U � �. F T E r � 0 Of 0 see Z" d z w z U) L -... o � � �� t✓� .� ail �� 4 Q /rri/f/'+f+Iitliltt��° 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 w z _j LJL m 0I$ C1 O zo >m aR z C 1� � a �Q ❑n w¢ $o E N ¢o W= ¢w „(D� L 60 mO v7 ¢ 0 W z aol o Q0 I a= c o T > Ln N /\\\JJJ > 00 �-. O m � 0 d' '- 0 LO CN 00 T 00 N T 6 O c� 04 Q ^ o Z co Z y E 0 m E f6 a U JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 1.0 ,� -- - I 1 ! 11 i 1 I c C d OR L nw I I I II o SIS TYP @ 2 STORY I I I, I I I I I I 1 4 1 5 1 6 1 I 11=U_ I$ `dN = I TYP @ 2 STORY 1 Cl) 9-- U) _ c7 O w _L OWNER'S- SUITE _ _ - 8 - - - I LOFT Q 8'-0" FLAT CLG. Cn Cn �4 10 o _ ROOF G.T. 13 - _- N H2 4 O D2 6 _ 14 _ H3 D2 8'-0" FLAT CLG. CARPET _ 15 _ _ R.A.G. CARPET 16'-8" I 14'-8" ih - - - 16 T-72" 3111 in 911 2'-4° 7 _ 6'-10" 5'-4" 2'-6" I - - - - - -r-, LI I I 2868 ^1� I l =w rn p to T CL I0 - - i ----- 11 T I I ICd LG oiy ( co E r3T"�c,ZZ X I C3 � ATTIC I �areESS _ � I BEDROOM 2 - I D2 w/ (5) STUDS 4 ------C 1 - A I I a 0 8' - TILE -- - T-0" FLAT CLG. U) 1 iv 4'-0" _ 5'r10" ° I 6'-1 HU Q 5' 4" 2 4" �., CARPET Ocr 13' 72' w H1 6 D2 M p FIBERGLA -11 - 12668 SURROUN 60"X36" SHOWER R&S - q �., 00 LL _2668 -- =Lu w z 00 �0 w �� J N - - - - - - - - - - - - - 4068 B.F. 0 N 2,3„ O N I J � c-`w 4068 B.F. 6'-52 � cD N .14 2'-4" 4'-22 ° 3' tl 1 V-8" - S6 TYP @ 2 STORY 6 T-102" 13'4" O 51 `r12' 3 D2 �� 1 W.I.C. 18'-0" FLAT CL U I� 1 BEDROOM . I ROOF G.T. 4 8'-0" FLAT CLG. '-0"FLAT T C G. w BEDROOM 39w 8'-0"FLAT CLG. CARPET z " T H2 6 O D2 I I CARPET iQ I I I TYP @ 2 STORY C° L------ I I J ---J S6 O CCC=Fl FIBERGLA SURROUN R&S EGRESS H1 6 D2 19'-4" TYP @ CORNERS U.N.O. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS li«Ir.1 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-011 2x4 SYP #2 16" O.C. SPF #2 >9'-01, 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT'* SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20 X 381 18 4 X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20 X 72 18 j X 714 S.H. 1H2 271/4X26 26X25 S.H. 1H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37 1 X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 } X 50 S.H. 25 37 X 63 36 X 62 112 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening 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. R302.5.2 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. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 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 top of the sill of an operable window is located less than 24 inches (610 ni above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming 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 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. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +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 GO SEE SN SHEET OH SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 jR-11/R-13 KRAFT FACED (GARAGE / LIVING) O) -) -3E:� O O N Z z Q M rZE3n M U)V) L n1 U o 1VJ, _ LL jt 'rt • T cf) y r6 LL, � V L' - O111 � V) c- �N E ' V _ 8 U o y o • Q � so N a�� a �;Iifm�' Itau �V' r1 p �n a",F m* "�, I' F LLM o- f` `` '��`•17t .LI��'t� 0 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 M Z =o ,� V � � �z O X cUi oa oo � U z o N @ �? �g �a °d z � w m� z N� Nf° 'o I:n J 8a is Z o WLL� U �w y� zIQ °U i c g T > Ln ^L1 W .� 0 O .-� (n O C � v N � � n1 ca W C 0 3 r*-. o rn 0 N 00 0 = 00 LO T- E cc CD 4 o Ch CV _ o z z c E O Q. _j 'aO JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 1.1 KITCHEN I SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS 1 CONNECT TC I 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 MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH ao BATH 2 J" PLYWOOD @ LANDING 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. KITCHEN 2x6 BEAM SLOPED CEILING - TO MAINTAIN 7-5" HEADER HEIGHT 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1x TREADS (TYP.) THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MIRROR 0 drm U) V) a: 0 o u) 0 z Z LL1 a . U1. LL co o 0 o zu E LO > OWNER'S BATH 0 N 4 ih PRF-FNC; FI nnP .ini.gT Wl l91 OWNER'S BATH 0 N 4 ih PRF-FNC; FI nnP .ini.gT Wl l91 4 ih KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than 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 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability 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 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. TION SCALE: 1 /2"= V-0" �.r i z � z z� z U Q a Ow N � s eo N �O p� N J 4T]� J �. -� irJ L�F: it r���r�'rrlrp'R og To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r— O w tL Qa E oo 'aR z0 E po o C 0 Y � � Z � rno Z W C)- 3: waold J =L o Wa �o CAD a F Nr ila � 3 c o T > L17 L > 00 � O Q [ � N U L c _ O Ln o Z :3 c E O y c f0 E o a v m a> ci _J JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 2.0 4 rr m %i DECORATIVE SHUTTER t 12 5� 12 �5 T i F4-�. - " --------------------------- --- - - - - -'-------------.----- - 18" X 60" SHUTTER —,I 1 T.O.P. 1 - -Im 1 1" x 12" C� I SMOOTH r• - 1 TEXTURED IL - _J _ �� TRIM / BAND o Z_ _ 25 SH 25 SH 00 W 25 SH �_ _ _ _ 2nd FIN. FLR. T.O.M. -' -- �. F5 — _ _ _ _ _ HDR HGT. ----------------------------------- -- --- -- ---- N- - 7 e1,oII - . -- ------------------------ F.FL. F5 F12 (F2 12 5� FRONT ELEVATION — Al 12 �5 9' RIDGE VENT SCALE: 1 /4"=V-0" ti 11. _— .. - _..-. ... - __• — L_ T.O.P. -------------------------------- ----- HDR HGT.AV 00 e— iV ' _I CO J O z_ J Ur h_ „LR N am U) 2nd FIN. ----------------------------------- ------ ------ ------------------------------ ------- ----------------- -- - — FLR. MIV T.O.M. r54 - ------ ------------------------------------------------------------------------- ----HDR HGT. 01 TEXTURED - 0O CEMENTICIOUS Zo FINISH ON C.M.U. ~ (TYP.) ----- ------------------------------------ RIGHT ELEVATION — Al SCALE: 1 /4"= V-0" chi 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 -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. i I=.ice; gNg O z a: - CL_U) N z 41 0 �� N •V n O w t,/1 c- E w a z o _® U 0 4 �o N D Z u1 W C, f!i°tjrrtz w LU LU 1.1.E E�;, �R0FES00 �y 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cn M J i z � a J E a O ��� a� zQ Z ca _ p N N —0 0 °cis °a of� E �` � ao � 02'. �p�p K Z � Z � N J m apps O� i W ZQO JU W LL a� Mill 0_ ' CD � Oz ZI¢ 0 U T > Ln ^L1 W CD O O °fn' co O U ca c 0 � 3co 0 o_ • _O LO ^ L J N T 0o 0 2 00 000 N r cc co O co N j O N III o Z Z a E O E U � Q p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 3.1 r100 r C10 bo CV r— T.O.P. HDR HGT. 2nd FIN. � FLR------- T.O.M. HDR HGT. F.FL. 12 5� 12 �5 T.O.P. HDR HGT. oZ�G CJ CJ CJ -----N to = 2nd FIN. ---------- -------------------- ------- _ CJ / WEEP J/WEEP ---------------FLR. 12 T.O.M. - - - - - - - - - - ------------------------- \IS--------------------------- - - - - - - -- HDR HG ------------------ \_ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP ) ROOF TO B-C CENTERED ON DOOR REAR ELEVATION - Al ------------------L F.FL. LEFT ELEVATION - Al SCALE: 1 /4"=1'-0" N 00 1.1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. \\ i ,, -- 1It M zLON z g Q M via VJ\ z N �-2 � w •u cn 0 w N r LU Q so ZN�i;r. W W t� Z w ... aUM d•� v. aa�' p •• of. � (ttl{1111`� To the best of the Engineer's knowledge, Infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 5th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r,_ CD J Q F E E E W aH z o 0a z U H� g E o go D; ° 0 N w ~ <o w z ru J am o z f� 3 T 8 o Milli co zl�a r o 3 C o r >L6 L > 00 .� 0 Q W 0 = 0 N CL m U c � � 3 L ' o T L N 00 O 00 0) N r v cc M N ' O o Z cc C a N E 0 2 iu O 'O N 0 � Q o N _J JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 3.2 2 2" 'NOTE: VARIES 1'-10" 1" CAP CAP 1" N FOAM TO BE USED ONLY WHEN ^ REQUIRED BY = ^r 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS CO COMMUNITY SPECS. IF NOT, iv 3/4" RADIUS ° 1'-5 " 4� Mid N = CO DETAIL TO BE 1" 2" OPENING VARIES 2"2 1" 1" r- co BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF �^ OPENING c VARIES 1'4" 0 21" VARIES 1'-4" co CV 11" � VARIES _ 1„ 1„ 1 1/2" RADIUS 4" 34, 4" 4 Ail, N 2" ry v `O 2 1/2" RADIUS - A"t VARIES 1 11" 3 1" N SIN 2 BASE BAS E 4„ 4„ 411 , *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN �Q 7-E 00 REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2 �N ill 1' 4" 2" 2" I I BUILT W/ STUCCO. EDGE 2a" • OPENING 6 ' = 4 1-1/2" THICK 1-1/2" THICK 4„ loll N �cvS 21" 101, 6" s - -- IN 4" 1„ 2" 4" 3„ 6" 2„ 2" N cn cn 1-1/2" THICK 21" - - ---- i � `la 2'-4" 1'-101, �* 5z' 1,-5„ 54, 3"00 N - �Q I e 5V 12" VARIES VARIES VARIES VARIES I r4l" 8" 3� - - - �1 iv I iv Q1' yo 6" 4" KEYSTONE F11 b OPTIONAL KEYSTONE F11 00 OPTIONAL 41„ 4 R 3" 3 T 2 ' 4" GARAGE DR. OPENING 4" 4 ' WINDOW OPENING 4" 4" 2 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" 1'-64" 14 12' 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 5" 1'-1l 54" 3'-8" 7" N 4„ 3,_0„ 41, — - 1 " 101, 1'-4" 10.1 0 N c �Y 04 ■ 1 sN, N o? 9 Q., 1" 1 "v N s GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) `r ACRYLIC SAND FINISH 1 "LI1_i j (r 11 f L!LJ� j \ M N M L N z g ¢J M O � cN'] to 2 .O z CD uJ o V) o VV) 5 U 15 o 8. I z Yi 0 g Zs� ry a ,¢ cm LUQ ui w 7a ing yq s LL is Z a tea" LU o ❑ ❑ O O N M 00 O To the best of the Engineers knowledge, information and belief, the structural plans and spectfications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineers signature and seal - is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M ao J L.L a E v z o f� w° z0 zo oa a ��� Z � � m a? < 2 g� w W n- Z m C U5 Qj � N z R. � r& ri aw N W U o� J o cD o� a'o 'a O� d' ala c� 3 o r L / L > 00 0 O i^1 C) Q IZ m r U N t\ _ � c O Cu') ■ � O � N r 6 z O co � o Z z E C) y a U -j Q p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 014 copper to uohts a ouOetS NEMA 1 # 1 2 copper to 20 amp ckts 200 AMP #10-2 copper to wH #10.3 copper to Dryer METER 210 or 4/0 SER Alu 200 amp 150 amp Disc nnLctPOWER CO. FEEDINTERSYSTEM e Cu Ground BONDING NDING 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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets 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 FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE OQ RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) {] PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Sri_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ND. COND. DISCONNECT WP GFI PATIO WP GFI H.B. -FAPAIL- -Ft00M \ ROUGH -IN FOR � 12� -C OPT. CLG. FAN/ LIGHT PRE -WIRED rwwwwwwwr ROUGH-INFOR �� - �rrr• LIGHT PRE -WIRE 12 (� / i 1Ir FOYER - - C.M � ' \ rh W.H. I @ 44„ A.F.F. \ PENDANT AS \PER SPECSOr----------In- DININ OOM 2 CAR GARAGE Q I I I &D I I I I I I I I I GFI @ 44" GFI FOR I I I A.F.F. GAR. DOOR I I I �— n GFI n _ GFI I I 11 I L——————— — — — — —I 1101 I JL I kill I I I I I I I 1 - REF. OPT. - - - I IRRIGATION VERIFY LOCATION L____________ ELECTRICAL PANEL GFI @ 44" A.F.F. qqj GFI GFI FI : - AIN DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH BUILDER H.B. 1w, ENTRY I I r I I I I MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" � R1i S,X)" _. z � z d a o VMS V(I)� `�V V LL T C!J Y W On 0 c � 8 U 0 • pQ N o V�i N w Z U) Z^ mr��ZO --1 W Wa'. "Lo o 0 3 Z_ O c a Q 3 O on Z YQs, N o au,• 00 U F 00 rn 0 N 00 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— o ci w z M _ O wo ?® Q o N UU0 O ¢ Op ? V Z ra - 4? ao r Z �o c` c oZ ZF Z VJ J 4b �Z W rn 3 � U 8 0 o o V � it 0 3 o r— > Lo L 0 O nC' m v 0 I� W O 3 0) Lnoo N = 00 m r- ai m �• � E 0 ch N o Z Z E O vi f0 a E 0 _j ¢ o JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 4.0 I 3 1 rn v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets 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 FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 HALF -SWITCHED DUPLEX OUTLET F0v SPECIAL PURPOSE OUTLET 0 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 +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 200A INDOOR PANEL CENTER X14 copperto lights & Oueets 1 200 01 012 copper to 20 amp ckts 00 A AMP 10 X10-2 copper to WH 10 X10-3 copper to Dryer METER n IF 210 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FC SYSTEM PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �jnvJ ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN 99 (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1 r-0" , i \ I� z V z Q a N M t/) 1� z � s T C!J y C) Q U � � Ow N �tJ1 E 's a o = _.1 d yy v�i N o0 _Z Q WWVJ � � N ` d' tt7 a LL.mN W � M 68 U F- 00 rn 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineers signature and seal - is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— M w o w U_ i c o a » ao Z E UU410 f6 � rD 5o � V OK oa wo: p� O O¢ Z a Eo Nwo �- �z az .a.. =3 < s €� m o Z oZ Z i v Cj J>> 7 cps p f �j0 W .✓ 8 4N z 'a O ~ � zed o T > Lo L `! > 00 C:) LPL O CO _ 0° c O Ln '� 3co � L000 N I 00 0 00 N ai O j CO M N o cc Z E Q W W m c a U _j Q p _ JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 4.1 CM a� x a r- M rn LO CR rn a N .z er v x 0 J LO pM OD I O> a> c v v 2 / rn 3 Q O) 0 [V F—� oca S g / tZ c� i N O s LZ CN t2 oho 0 D7 O CV N n 0 N 4.1 3 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation v 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 (Zone 1) 0.0 Upper 9 2.000000 Floor 1535 1474 211 11 37 53 368 -- -. - 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Yv"=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 -Resistive Barriers. Water -resistive 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 (paper backed 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 constructions 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. I� �I ,,� —_r ui_ri 0 z z z g to M z T •U f!7 y W Q' n h Qs O w t✓1 V)u � C- � � o 00 "'l'•� ~' T 8 j I9 • 1 mt :. a a 1, 41[1 lit �? , 4"""t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineers signature and seal - is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r— o to a J L.L E E os f ?® Z ca F_ 0 O E O ro o xU oa a p w o 0 Z rp o o zz to j N ¢e p �Z z W 0- °' �W Mili ou 3 C o T > Lo L 00 • L O O Cl) O L N ~ ^` coU W C 3LO I� Q O� T LO N . _ I 00 00 o oo ui 0 M C4 N a Z f0 Z j O E E m E' d o r0 U J Q 0 J JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 5.0 -v C CP rn LO O) LO Q In N a: L0 (7) O 3 a N 8. E 1� C d LZ 0 .aP I / 0 a. a 0 CD r N M O\O rn 0 N N n T N C C d 38'-0" 64" 6'-0" 6'-0" 6-0" 3'-0_ y 1 TYP@2 J STORY S6 H.B.t 4' 2-2:;" . 2'-1 ■................ ..... ■ ■ ■ ........................ .■ CT 5'-4" v 16-3" v T HVAC CHASE , �; BASED ON 1 I 0'-01. I S6 ■ : A:E `LOCATION � INDICATES FILLED CELL w/ 3000 I °O PSI CONIC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT r ` ` ABOVE SLAB TYP @ ALL PLACES I \ \ - I I 5'-416' 1 SHOWN HOOKED FTG. DOWELS 5" • ( 19 U" -` EMBED W/ 25" EXT. ABOVE SLAB TYP @ 2 STORY _ _ r I "GRADE 40 STEEL" - I - I I IV G -, I ; 2'-6" x 2'-6" x 1'-0" o S3 _ ' W/ (3) #5'S E.W. T STUB UP TO I iv 2ND FLOG 1, 9„ 0„ ' 13'-74' FOR A/C— Y �- I ■ - I I I I ■ I 01-01, TOP OF CONC./ PAVER TO BE 4" L = S3 4 BELOW FIN. FLR. : dq 2'-6" x 2'-6" x 1'-0" I PROVIDE Y2" x 9" " SLOPE r Cl) S6 TYP @2STORY RECESS FOR FRT. DOOR �---------- —------� ;■ -3 1!2 - W/ (3) #5'S E.W. ■• I ICJ I �•:H�----.---..�.—-------� Q � — iD (— I _ BUILDER TO PROVIDE CC (VERTICALLS w/ in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 N iv N 3 1/2" �� FILLED CELL PROVIDE 1 Y2" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY I RECESS FOR I COUNTY ONLY in If. L SGD. REFER TO 3-1/2" MIN 2500 PSI CONC S3 I MASON'S SLOPE SLAB OVER 6 MIL L VAPOR FOR WIDTH VISQBARRIER I I ■' I I STEPS AS I I CHASE REQUIRED PER TO C? FIELD CONLjTIONS I KITCHEN ISLAND I ISLAND LOW WALLS I SCOPE 1 /2" 5 --- - - - - - I --__--_-__ o r CJ I iD N p II I +CJ I 4'-11" �0'-6" _ - I I I �uC N J �r �-----------� I wL�J1— S3 �-- III Y 1 I I I "LL JJ11 A SO.-o" ' O ■' I I I I CC I (2) #5 REBAR V VERTICALS w/ in I S3 CD FILLED CELL 12 STORY I I •... ............... ........ ■ ■ ■ ■ ■ ■ ■ ■ <V I J H.B.+ S6 TYP @ 2 STORY 6'-0" 5'-4" 4'-0" FOUNDATION PLAN SCALE: ,�-,.o" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" 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 WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w w U a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS 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 0. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" i _H_r - J I ,. J I u�_II � N,) c.� z a � z o T VJ 1■ 7D0 U 0 Q 0 t N z LLUU ^� 4 ZHIP_ LL WSW- I Z-) 4- C. \ Ati-•-�- ,.� 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 - Residenbal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Ol M z Q E E sLL =o E V @ o E $ �o oa yo g z N ro Q) i a o W m¢ zc 7 M c Cn v H Z 1z 'awl2 u CD ila 0 3 c o T > Lo L >_ 00 ■� O O Q C N mv c o _ Ln � '0 co rn ■ LO LO N 00 O 2 oo 000 •- M M N Q n o z c E O d U _j Q p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 6.0 CKING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 112" 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 HT74 3610 3105 5/8" ANCH. / 18 1061-1/2 HTT4 2715 518" ANCH.120 10dxl-112 J HTT5 4350 3740 518"ANCH.126 10dxl-1/2" HTT5 3225 518"ANCH. I(28)10dx1-112 K H 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L ' 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B " 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 "' 1005/915 "' 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 "' 1335/2820 "" 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220'" 1720/3125 "" 30 - 16d x 3 1/2" HUS28 2570/4345 — 130d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X. 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 45 555 1 12-1 Od X 1 * 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 (8) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER) 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.) j I 2x CONT. W/ (2)-12d NAILS @ EA. TRUS 2x4 CONT. RIBBON W/ , (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS SEE PLAN TRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLANT SCALE: %4" LF 1-iLJI �) J) /ru: _,j (D M z g m � o 04 Q) z 'v O w N ry E ~ � U � � r~ � %� � 0 Q s11 N � N � _o �W a�.^� , W � N 3� •" -• *K. LL Uk 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 - Residentiel 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal r_ o � E U =o oLL >� =® E a �0 Wa U o� a z N @ °dW <g Wz �s zx M< >Z s z5L3 s o z W CU � G X0 C o r > Lo L > 00 O O .—. U) O Q 0 U � cu o L-^ N rl-°' 00 0 = 00 00N LO r ai W CO O M 04 o Z i0 E O a)C E 'a a O t7 l9 ci o 01 -1 JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 7.0 c v S O O N n rn f LO 00 LO rn Q r- N z c 4 J IL) I a� i c v S rn H Q N v a E LZ g O CS I 0 0 v LZ 0 M 00 0 0 o_ rn 0 N 11-0 0 v cn TY CKING DRY 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 1 112" 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. I18 10dxl-1/2 HTT4 2715 5/8"ANCH. I2010dxl-112 J HTT5 4350 3740 5/8" ANCH. 126 1061-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K H " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B • 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I I IS215 116 /1070 ** 100 /91 "" 8 - 10d x 3" JUS26 1115/1060*" — 8-10d P Ht IS96 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 3 112" 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 MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 112" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" 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 1065 605 1 12 - 10d SPT24 1030 12 - 10d 1- ' 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 (8) TRUSS ++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (" ). (B INTERSECTING POINT TO BE FASTENED WITH 2.16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY C A) INTERSECTIONS. SPLICING EDGER / 2 x CONT LAN TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLANT `i r- —I I i 1li_�_I c z z g Q � � o M U) Cn z U CC Y 'U o 0 w N c �N r•, I I U � c � 0 N � o+ r � P1LU m vv 2„v S2LL z��4 Z o` m r Ca r o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r` o QID z M u_ l.L E a 0 iQS a �m E F� o 2 w� ao � zo R`° 8 Qo �z ru c o< o �s o z J aw wZ W Na S w w� �o �o za o� C > Lo ^L' W c .> O O U) O L.L Q U m c 0 _ Mr1*1 L1 i o LO N 0o (D y O M N o Z z c E O N E LD E c `—° a o 'am U _j Q p m JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_1360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe verticalload Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY, LOTTS U14-1 OFORM k GROUT SOLID O 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T AO LID-)© O. O O O U O j5 BAR CONT. 8RF14-1B/1T8RF14-0B/1T 8F16-0B/11T 8F16-1B/IIT O © ® 8F12-1B/1T SF20-OB/1 T ® "V" LINTEL DETAIL SCALE=N.T.S. Ere TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F 16- B/1 T U tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL — HEIGHT #5 EBAR .(1)RE MIN. TTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL n e °O n #5 REBAR AT TOP ° a M. U. MIN. (1) REQ'D ) 1-1/2" CLEAR ° o z e n 4 � Z D e GROUT J L Ln U) � 11 -1C.M.U. C v 5 REBAR AT BOTTOM OF = - rn w ? w o LINTEL CAVITY - d I. V O W 'o W ^ *-BOTTOM O it Ci n n REINFORCING PROVIDED IN < < O IX Z Z LL p � f.. ' a � N #5 REBAR AT BOTTC — 7-5/8"ACTUAL " NOMINAL WIDTH LINTEL < • 1 92 it O �° �, AS INDICATED (VARIES) Q MATERIALS c1- p-f' recasflfntels = 3500 pal. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psl. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN �'] 'r T/VNALL 2x8 #2 SYP P.T. BASE PLATE • W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE 32" O.C. & 6" FROM EACH END 77. W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" 5'-8" LL Al LINTEL PLAN SCALE: Y4"=l'-OSCALE: "_ ' (c it 1J1.-fj c% I J-IL_J] --.-'' 0, I -r r-1fJ -_> z oN OD z z g Q d � M N^' /z/^ 1W V LL W n U � Ow � V) c u mom+ a"9 = o, U �3 o ra Q Q � its N Z L z � a W ,;1,'X`-''rjt� o ffZ LL - 'r • X� 4�_ Z 41 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, r,_ a yz o w z � Q O E aS zo Z M f- —E r� O o. a� o w x �O g w N tro d� m0 Z J < b > o V ¢f o �w Fr CD z zl� a r u c T > Lo ^L, W > > 00 C O. O �-. V) O � nC1 W 0 O 3 O� M _ LO Ln N 00 O 00 rn �- Z c O M N O Z c 19 E O ui U J < J JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 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 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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, f'y = 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1, FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A SUB FLOORING AND 0 C S 00 G SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4. 4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS F = 1 1" 1 = .1 _ - OLLOWS : Sd 0. 3 Od 0 48 12d 0.148" 16d - 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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. Imggation/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 overpour and mortar along the foundation perimeter must be removed be ore extenor soil 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 $" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANC E THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. it 1 r- \ ``T -'� 0 G N Z -... r z o Q J Q) ( ' a cz� x U � 0 w 4 t!1 c EE __D U 0 b N w LU LY1LjL ` 004 w. C] m N v _ \ 't ........... To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply wlth the 2017 Florida Building Code - Residential 6th Edifion. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. COv M Z � 0 =S o w- a >� �R zo Q E ~ C < o Da Z CN t 4g ? �o ZNc a $ °z '<w N Z W C�� of Nk g N zl°d o0 3 C T > LO ^L' W /`J > 00 ■_ O 0 co m Q ~ C U) Ln co 0 0) O) Ln LO N = 00 00 T- iv m O M N iri o Z z E O E < cc _ 0- U -1 p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE m 15/32" CDX PLYWOOD OR c¢7 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. + i i + t + I 6'-0" + 6'-0" + t t + + t I + z+1 + + + + + + + + + + + + Backer and Filler Block Dimensions BCI RJoist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P 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 2x _ lumber Double 2 x _ lumber W j BAR#5 BAR FILL CELL STD. 90* HOOK STD. 90' HOOK BOND _ E 7-E-7- _1-._ ._]L BEAM STEP BEAM CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM IN _1 L 7t =� BOND BEARING COLUMN SEE PLAN FOR REQ'D COLUMN AND % CONNECTION Ir SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE J 1 1 ,,,�PLYWOOD FLOOR SHEATHING PER PLAN TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 4" SECTION - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS @ I NT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. r 1/8" min. 2" min. ) Small gap Filler blocking 1/8" gap / i 2" max. 4" max. Web Stiffener Fastener Schedule r Joist Bearing Location V Series ! Depth End Intermediate 9-1/2" 2-8d 2-8d BCI5000s f 11 7/8" 2-8d • „ 2-8d 1_ 3-8d 5-8d- Clinch nails ✓ /r _14 9-1/2" 2-8d O� 2-8d - — when possible \\ BCI 6000s 11-7/8" ' 2-8d BCI 6500s®�-142- 3-8d 5-8d 1) Support back of web during nailing to prevent damage to 1 - 16TI 2-8d 11 7/8" 2-8d 6-8d 3-8d web -flange connection. ----- 0 BCI 60s 1 1 :: 2-8d 5-8d 2 Block solid between joists for full length of span. 1 g P16" Tight fit - - 1 2-8d !i-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener �11-7/ " 3-16d \� 2" min. 14' 16d 3-16d 5-16d 4) Place joists together and nail from each side with 2 rows of 10d nails BCI 90s® 5 16" 2xrequired when Indicated or max. 6-16d 6-16d_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.' consideration. Check local building code for appropriate 1/16 details in1--One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" < - a LO STUB -OUT FOR 1'-0" o 0 0 GAS METER O 0 � U iV oz • 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'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide —1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block10d nails SECTION @ I NT. BRG. WALL require additional consideration.— 2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " `"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 11 it -0 77 ■ ���•�� = 6" BE 1 2' HOLE 6 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Y2" 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. SIMPSC w/(22)' NAILS 1 5/8'11 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY W FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �llr—JJ�— F Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR---'•. • , . Joist hanger .. a FOUNDATION INFO • d STEM FOUNDATION v \ GRADE Filler block. r 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 I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN Nu (IMAM 4 I'Vl, 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" e- - REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION IITP�11�11. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION q ° Q PVC OR SCH40 SLEEVE �p r— LUMBING LINE d L d CD Z • • • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE O. d - - — Fl- 4,1a , ea G A 411 d • ° v a/ 1 �r �-4 _ SEE FND. PLN. SIZE & REINF. i /i r-- [rl__, n-II _J 1 M z g Q a o 04 N Z o (D � w � U O W V) c �N � tt = � 8 =� �0 .9 s� N N U) a �I&R W Q tA" N i W a;, �- •,o, ?� LLF {i O C2 0 J �At o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply wlth the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M M a w Z q Q J � E Egan o 4 �o � F z® U ♦— 6 &a 0 H o z— O l- N d az gg d� mo Z�cYzz C N yp 'aw 8o 8. U aZ N� W � $ � l 2p. $ 4 U c o T 12 > Ln ^L' W > 00 .> 0 i� Q Y L 0 o V m c O Ld7 I\ 0 rn O Ln L f') CV oo 00 r— 00 M N 7 uJ o z Z tl E Q 2 o U _J ¢ pf9 c JOB NO : 19-5895 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 t..- A I (2) LAYERS TYPE I OR TYPE II e. (#15 OR #30) UNDERLAYMENT ° FOR ROOF PITCH 4:12 OR LESS. -1 PRE ENGINEERED WOOD - I o ° TRUSS @ 24" O.C. U.N.O. I I =1 I I �I HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) P. _ _ 4 PI Wit r TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SCALE:3/4"=V-0" S3 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" 0/C EDGES, AND 12" O/C FIELD. 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" CDX 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 @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" _ (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2"- 0 ELEV. 4-3 1/2" h? �31/2" MIN. c0 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2" MeE IN. I - ]� — 11/2"(min.)-4" _ n ° e — —. 1/2"(min.)-4" 00 Q �T 31/2"(m n.) . 44„ _ ° • I �- - (2) #5 CONT. 4„ „I-1111; �n1 "I r 8; (2) #5 CONT. U.N.O. '�F MIN. U.N.O. TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP C "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"1 ='4' 11 S3 coN' Lv SECUP� _10 ecs SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD �o N� SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY coNt� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL _8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3 ) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" GRADE r ° t, Z 00 M _ — 6 MIL VAPOR BARRIER _ t> i� ° COMP. SOIL.LIJ T (COMPACTED TO 95% — — — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE Orr 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE rBLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS—[�O.H.D. RECESS z T r j • . 4" �I 00 _ - � �T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. "SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 41, N v #3 & #4 LAP SPLICE GRADE 40 MIN. F= 40ksi y- it nGRADE 11P. ° p FINISH GRADE °O _Z [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL z_ Cl), — — n 25" MIN. LAP [30"MIN. LAP] FOOTING MONO SHOWN ° _ FOR CLARITY b n O0 6 MIL VAPOR BARRIER p ;. ° I—T — _°�° R 1 7/8" _ _ ° _ =�11 #5 REINFORCING BAR NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR _j BOLTS 6" MAX FROM w END OF 2" x PLATE � P W U WTTfll!TTT 7>77 n (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. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 261 c E 6x6W1.4xW1.4 WWF OR FIBERMESH M , °�— ��11ln 11 I 1 11 #5 LAP SPLICE --a (2) #5 CONT. 11�,,1J1�rlll, ,;,J11 I1- °-1=1 I I -III -I 1=1 I-1 III . TI=J I I-1 NOTE: III=1=1=� I_I=� I_I I.1.- `FOR BEARING WALL III. III I ;_' COMP. % MODIFIE(COMPACTED D PROCTOR ASTM W/ UPLIFT ONLY _ _ III I_I-1 1=1 -1_I III __III 1-1 III-1 1=f 1-=1 1-1 D1557) rrr rrr� �1111 r =III 11 I_I I_ III III= III III=III _III III III LI,I-1_I-III 4" 1'-4" =III -III ;III III III ,,III�;,III „III-111 FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° e v GRADE 00 C • _ — (1) #5 REBAR w/ OPT. I I I— I — 71r.. 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 11�-111I�e e 1 • raj 11 11 II I II I� II SEE A/S3 OR J/S6 J -1 i I iF I FOR REINF. INFO. 3"MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS N .} M _ r- SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1%0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, tl _ J CONT. BEAD SEALANT rff$— a INTERIOR ° a -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB M 6 MIL VAPOR = = 1=_ _ T 0-0 FIN. FLR.jk BARRIER III II I'' III=III, III=III—III—III'=1IIIRV -III III L_I-III- --1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE FOUNDATION . • • CONIC. PAD INFO. TAPERED COLUMN FRAMINGrCD12 SCALE: 3/4" = 1'-0" ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP]_:�4 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS("F� WALL W/UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 A SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO ° �3N SEE PLAN FOR " " & LAYOUT DESIGN a - TOP OF BEAM SEE ROOF PLAN oo C — —a �, d a d A e (2) HTS20 FOR STRUCTURAL '' ,n ,Tr rTr�rsL 4, 11 (- BEAM SIZE & �' a _ CONNECTION INFO '-n. d 8 M -1 •. T PLATE I 2x4 #2 SYP P.T. FRAMING w/ PLATE ® 7/16' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #�I w SCHEDULE COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. g W o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 ch E 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 Z GRA 4 ° FILLED SOLID (SEE PLAN FOR1771177_ 6 x6 W1.4 x W1.4 ;, SIZE AND REINFORCEMENT) nWWFO R FIBERMESH `" Z of � a w W I_ -I I I— I-1 I_-1=1 1 -III—III= W 1 z ° BRICK PAVERS or SLAB PER p o �' =I ! • �! __.-._ __ _' . z a ePik / COMMUNITY SPECS u` _ - "' g II _III .III III =III II -III FOOTING J III III I I I_I I I III -III III III =-=1 I I - G III III -11 =III .. 1 BEYOND " PAD REINFORCEMENT -III --i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 Ir -� l [r,1_.. L r_ ( ` - ') Al�_ z Q o M Q ) CD 12 �4-J rn f0 w u OW ♦- Lnc,--I vi U m LU IT E C__N I Q o �0 t� yy �� Z W� 9 W 10Z �,'�'ti "' I,/.,p 'per oIM r�e ILZ , N- F ^ + Lit,: - '-n� c ,, 0 : e E S To the beet of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential I Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r-. � W to � a E ►� ° aq W � U xd z CN N a °do az ¢� mo (n C ya P oY y� O� j F+ az 2z W � o � ° aZ U �z �3 F O La >Lo L > 00 •- _ O O .-� °vi O 0 c m v N ~ 3 Lo co V 00) Lid 00 I 00 o N Ln r N p M N z z 7 0 N E E a ci. a o JOB NO . 19-5895 SCALE : AS NOTED SHEET NO. S3 �TYp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN J 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILrT� SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D �2x BLOCKING @ MID INT EVERY OTHER STOUD W/ (3) Od NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)1Old NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4, 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD 4 SCALE: N.T.S. S4 KNOCK OUT #5 NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) FOR CONCRETE PLACEMENT / JL 4 C V ­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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J p FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .;, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK SCALE: N.T.S. , POURED CONCRETE BASE FOR BOTTOM MNTIG BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. r SFF 'kk 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT =ULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE BOOR vvvn nnvr♦ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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 SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. 0'o OR U.N.O. SEE N/S4 FN�NQ ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMf SON SP2 w/ (12) 10d I / NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL-ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 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 ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL p SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END Uw r 2x TOP PLATE U) 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL�j� / SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) • 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 wl (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 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING C 2X8 P.T. BOTTOM P TE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON C C SP4 1 " -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL Q, I "__� Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o A N N BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 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 \ i LHAI 1- -rl rr cl r-- .rl L ` N z Q - U)V) D 0 VJ �� w V) c Vl U (10 � m w pP W o i i. a N Z j ` i 1L1 - CAM � r i4fi�'. a`f N!s W Z. _ . .. LL F G To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o CID M �+ g Z 4 aE o io ao >" ® CL C7 E X b .o a� O U Z 0. ttG Z ro S = aw w mo Z .s Q) N_m oz a Z a3 u U a NF W U �o �— J� s �yoo r L120 > U-) ^L1 \W O O co _ W C O Lo CD 0) C ■� 00 C:)LO T OC) In 0 T N/ M O C') N D n z° z f0 E CD E o v m U M 0 a J Q p J JOB NO : 19-5895 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x NAILING SCHEDULE FOR 10d x 1 12' AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL wl (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C.AND 7 NAILING SCHEDULE FOR OUTLOOKER NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 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 AT LEAST 90% OF WEB @ $'-0" 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 112" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO J 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 10dXT' 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 32" O.C.IMPSON 5/8"x 10" "J" BOLT @ O.C. MINIMUM 6" FROM HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 332" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAPMISSEDSEMST SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 M36W/AL WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S`5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 2) SP8 FOR 2x8 WALL) / SEE STRUCTURAL NOTES. OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2' CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 10dx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J10d x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR f SEE STRUCTURAL---,,,,,,OUTLOOKER @ 24" O/C X-BRACING, AND TOP co " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION '° °° SHEATHING DETAIL OF TRUSST OSES @ ROWS 1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING VEACH JOINT W/ 2 AT 24" O.C. ON TOP OF 1 12" 1 1 2" 10d & 2 10d TOE) AT LEAST 90% OF WEB () LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS GABLE TRUSS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (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 FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD TRUSSES FROM EA. 2x4 L CKIN (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 & t r<s ==r- JACK TRUSS O/CTOENAILS @ EA. END NOTES: BOTTOM ATTACHEDSEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) — ARCHITECTURAL FINISH 2 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 'r_! 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF K" D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) T SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x _ :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 MAX. SCALE: N.T.S. 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS ss "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 Jt— --- . —`J CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `- MINIMUM (2)16d PER JOINT �- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACINGw/(3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ��i�lll�ll I�� III ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2"SDS ^ UL...... V GABLE END BRACING DETAIL SCALE:3/4"=V-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. �q o CORNER JACK C7 Y a U cc w z 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION lr-- - Ir �r I' II I z N z Q Q J f") o V1 V LL Cz''z^^ +2 Y c0 w cL U 0 w U0 c E V1 0 U � • �0 c Q o S� Z o o z Z� z pC��.° a " ¢1Nlti�z LULU go = Q, 1fvWL m�,I z 3E Lii� N •� . Q brJ.O _ z .� iw S, � 1"' F L�� F 491 \� .� �AirOr•,�ftNtll�1��• . To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenlial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C) o � w ch o �Z 2 0 w� sg zo 39 U H ro ] 5U �o oa U R oo z o E N "= g= o i w= 1w �w l o rn C v o. °� Z Z J �p ZO W U �o Mj 8a o� > Ln L / > 00 0 r� Uca 0 ° L)00 C _ 0 L,n 3.1 cC0 � ._ 00 o a) T E OLO c'M N o z O E m` a U -j a o _ °i JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. S5 u z 3 00 v x CN I i Q r- N v J 2 I v i 3 tz a 01 N FL E H C i3 LNL cg i a 0 J L� rn 0 fh hi a rn 0 n W �i (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 INSULATION —SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 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 J PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL — NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS IM i W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t B R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"W'X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LLI LL U 4"x4" INSPECTION PORT AT Er a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. nw 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 MUNICIPALITY 4"to 6" BELOW GRADE C 04 4. .E '' • •'.. �' a FINISH GRADE 6x6 W1.4xW1.4 I— I b •' . 1L1' �I—IlI a ll—l�—1— Q WWF OR FIBERMESH LL1�LL� . T\—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIRS ,, ,TTT—'r (SEE DETAIL) Wl3" MIN. CLEARANCE I4" 1'-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=1'-0" SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUDr,�,.�, ..,._ _.__. _.. 2nd FLOOR W, BEAM/GIRDER 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. 1 st 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 1ST 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 TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48 SIMPSON HETA20 w/ (8) 10dx1 1!2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR Ul MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1" 2"x BOT. PLAT[ (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. TRU 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 B SCALE:3/4"=1'-0" S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1l2" GYP. W.B. MIN. @ (i) ROW OF 2x BLOCKING @MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" 3rd PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. a, — co — . •_ (3) #5 CONT. ON 3" 8" l 1'-8 1 8 I MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. (2)- 2x TOP PLATE I •( BEYOND I 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET' G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15/32" OSB EXPOSUREI F SHEATHING w = SOLID 2x C BLOCKING @ ALL j C SHEATHING Orn EDGES (SEE OPENING SECTION X- n. U C x w x E H 2x STUDS Lu BEYOND, rn SEE PLAN O 0 4 FT. Q 4 FT. 0 2 2 5 FT. 4 FT. O O O 5 FT 4 FT. (2) 0 4 FT. 4 FT. Q O O Q 4 FT. ROOF NAILING ZONE DIAGRAM T�7 SFF �Ow N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" 0 C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ C O.C. ON EDGE AND 4" O.0 IN FIELD c� (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO Q SHANK NAILS) = NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o LL (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 J i 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ¢ F PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w O O F STUD AND OR BLOCKING AT ALL EDGES. cN ix v 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 118" 3/8" "S" = NAIL ,-3/8" SPACING S 3/4" S 112" 112" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL Q SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END [NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8"- 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 STAGGERED C C WALL SHEATHING INSTALL. VERTICnl ti MXINR S6 & NAILING SCHED. SECTIONXX 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION %i (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE N�FR�0R Nc 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 I WWF OR FIBERMESH E a •: IN A. M —III —i I I=1 I I I I • • -III-III-II I ° 11 11 -•-i III — �IP (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1' 4' 1 (2) 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1' 0" ADDITIONAL INFORMATION. 00 FINISH GRADE 60 T 4 z �u \ �L l lu ,n 7 0 Z � — Q13 �n Z V IN z Q) QD 0 C1 M cn (p L-) V � Ow 11 C E o � C. 100, C Q s�o � I 4n . z w� ice. N LU �> � Fft OKI Wilt 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 Engineers signature and seal. ti o C.0 1! E E � ao 'aR ?o E U I— rD x0 oa z C:)u i z gy z 1Qz Z Q) N 3 a n 0 2 X W CL s 3 g �! U dz NF i C> wEo -' N C O� Ln ^L, W >00 > .C 0 0 C O C O _ L.n cv u J N i C* 00 T 0)N C) C� CV j O r o fa Z C N E O E - M a U _j Q 0 JOB NO : 19-5895 SCALE : AS NOTED SHEET NO. S6 .J ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AN NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D _-2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" 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" AND 112" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS E--� 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING ,X4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" FLOOR JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F) SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER i 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL —2x6 SYP B-� 2x12 SYP ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER FACE OF 2ND RISER MAINTAIN BETWEEN a' AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x4 SYP BLOCKING / 2x4 PT NOTCHED INTO STRINGER FOR STRAP (SIMPSON MTS12 wl AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTION VIEW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2xl2 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION LZATTACH ALL COMPONENTS IR TO CONC. W/ 4" XCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / G.1y — TOP OF STRINGER V5 / TREAD-:,-, 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP 1� MUST NOT TOUCH STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 rl 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP N (MTS12 w/ 2x4 PT NOTCHED INTO STRINGER (114)4) 10d 0d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING BULLNOS PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2xl2 SYP BEARS IN WALL E DETAIL SCALE: 1" = V-0" ZINGER GLUED D 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 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) L/2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING E SECTION VIEW SCALE: i" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMI N( 2x4 DRAFT STOP 2X4 BLOCKI C--� NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL STRINGER OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1 j"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: i" = 1'-0" PER CONTI F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW :L POST LET 1 (LOCK IDE KING 2X8 BLOCKING FOR NEWEL PO TO ANCHOR TO. (GLUED AND NAI FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = V-0" \ 1 (r t.li II z g � N N L00_ fCI w U OLU L O t— ' O 8 z fAZ M §NN= � z° ~ DC !►E� tPPp�fa gN� W Ell � m N < To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w M U_ E � 0 aff® Z Q E OV CL of w? o gsgZ. oa s�o z c�, IM � 8 • rp c o z� z � J g �0 ° c •° T > Lo L > >_ 00 .� C) � m U C O -�_ � �' (V _ oo O 00 000) C r r�0 O Cr) N O z Z 7 N E �' E r0 c EL U _j Q 0 JOB NO : 19-5895 SCALE: AS NOTED SHEET NO. ST 3 e LO I rn i a L0 CV 00 J i w C Q Q/ C) i `v Ci X 0 a i li 0 LZ N M s a N r r, 0 W 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. —� MAX. 8'I PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. , / 1x4 P.T. APPROVAL FOR CONN. � 1 x4 / 1 X 4 ` #5 REBAR TYP, ( ) ' 3/4" PLYWOOD DECKING GLUED - r ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3-1/4" LONG X 3/16"� � FURRING 3/16"� X 3" LONG FURRING � (2) ROWS 3/16' x 3-1/2' TAPCONSLL11X8 / FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 O.C. & 4X$ (TYP,) ` ' r- BLOCK@SPACING 1" DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1x8 wl 2 ROWS 8d NALS 1-1 /2 DETAIL () 3 �� DETAI L � STD. 90 ` _I f D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1xq 1/2" DRYWALL 11L 0/�j /71 NOTE: DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. /' /� % 2x8 P.T. w/ (2) ROWS 3/16" /i x 3-1/2" TAPCON @ 16" ` JOIST TYPICAL APPROVAL FOR CONN. % / (2) ROWS 3/16" x 3-1/2" i ' '% O.C. & 4" FROM EACH 1x4 — -J �% TAPCON 16" O.C. & °� END wl MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. FURRING4h, +2" NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ATTACH SECOND PLY w/ ' - - w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8L mi4INTO I ` BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL t511 NOTCH WEB AT THE FIRST 2 COURSES—E BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1St4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT R 2'-0" 8 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" 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 45A DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACES () 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION " .• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHANG-1:"` . :• CONNECT W/ 8d NAILS BRACE/ BLKG. .,,:. N.T.S. •* ~•�• x . () . INSTALL WDW. SCREW ANCHO 2 4 SOLID BLKG. WIDTH OF WALLBTWNOSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ••f RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 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 314" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH , .I IF TRUSSES USED) W/ (3) #6 X 4/s WOOD DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X O� TO TRUSS ER TO TRUSS TOP CHORD ti-1 MIN. 4" EMBEDMENT AT 16" O.C. + �E �GT/N 11-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D D EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT �1/4" MAX i 2'-0" 8" TRUSS + SOFFIT + INp o D D P #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON + p 10" " D ° ° CENTERED W/ g 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ ( 10) 2X4 SYP s ° ° 9 H IN TOP o NAILS EACH TRUSS o KNOCKOUT / iv -I CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s CONNECTOR '� ° - --- NAILS AT EA. END — PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING D VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY--/ xI SEE LINTEL 7'AND SCHED. SIZE AND REINF. PER PLAN ° SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° P 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. EENTER SO IT CLEAN FILL o 1 DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION SIC #5 BAR IN 99 HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y? 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") o G ° BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4MAXRAD. . WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" sNk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. o �. ,. o o ,,. ,. a • ,,. ,. , a �_ ,. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION ENTRYSTEMWALL rL SECTION @ ROOF EXTENSIONrM FOOTING SIZE AND REINF. PERLAN B-B@ MONO TO STEMWALL FOOTING AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1!4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1d E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL j (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 518" DIA. ALL THREAD ROD "SET" � Z z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER EPDXIED w/ SIMPSON a SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'_0" F.F. EPDXY MIN. 6" EMBEDMENT & 0 2 FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e p w a A REINFORCING AS FOLLOWS: ¢ 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _ _ p ° p a g * PRESS PANEL REINFORCING INTO PLACE. z #5x6' EMBEDDED INTO6" MIN. LAP SPLICE W/ p EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ¢ " N FILLED CELL SMOOTH. DO NO FURROW. p.a ` DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p. p . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP P e ` a G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M ` 10 REMAIN FREE OF MORTAR. NOTE: z ' ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g . p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° �-'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00, COVER EA. WAY A SECTION I) 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" = V-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. i I I] L� I Il_J] CD 7 z z g Q M drum CD 5 NCDCE OW N E U � 1_I_I U � 0 Q seo �9 a �I N Ci Ol it � W o a� •� ••� J Et cF q— �1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 12co ti � w z J E o� Z�Zm 4 a z V N M o O E U=w k Uo O ( �o� °dz oa« U p 0 U �z N t g �� CO cx �2 o� aZ C', J o W (>o o � oLL � � 7 IIIIIIIII� �a a o� o T >� ^L1 W 1 00 ./ O O 0 v r1*1 ~ ♦� 00 c W LO co O LO CN N T 00 LO T z O M N o o O Uc 0-U _ Q p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. SS N LO I a Ln r` N z u7 I rn i b v x rn 3 FV" Q Of O 1.2 LZ CL x i 0 `r3 4 U .o a 0 A 0 M Do c 0 a rn 0 I3 I 9 A CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. V"A TRUSS USSES (2) 12D NAILS —Y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS 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 _41 AS REQUIRED KN EEWALL ENTRY FRONT WALL 6 SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE 2X4 STUDS &PLATES AT O.C. SIMPSON LSTA18 —� (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN E NAILED EACH DIRECTION TYP. U.NN.O..C. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS \ SIMPSON HUC410 w/ (14) SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 10d INTO BEAM -SEE EACH SIDE w/ (3) 12d NAILS BEAMS TOGETHER COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D2x4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT EVERY 3rd & ADDITIONAL INFO- SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C •jC INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION N A SCHEDULE/PLAN OPTION B OPTION C WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4"=V-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BM. SPLICE OVER BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. OP OF AM w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR F 20PLY TRUSS (SIMPSON ILS •k "k TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & - 2X10 #2 SYP CONT. LEDGER w/ (3) 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. -�\ TYP. U.N.O. LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) � FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) LAG SCREWS INTO END OF EACH BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A —A ALTERNATE BLOCKING CORNER A SEE FOUNDATION SECTION AT LOW ROOF g " DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 5' , WOOD TRUSS SCALE:NTS COMMON B M . ATTACHMENT g '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES ,_,-, , , , , , „ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR y w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 16 O.C. W/ (4) 12d —COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS N ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE / (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOFNVALL STUD) SHEATHING ATTACHED VARIES SEE PLAN i PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD r NAILS @ 16" O.C. ALONG W/ ROOF SLOPE — SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) O (4) 10d x (22) 10d NAILS OR (2) 16d NAILS TO r=f `, 1 1/2" NAILS TO BLOCKING .y r EACH COMMON WOOD WALL SIMPSON MTS12 w/ f BELOW @ 16' O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ _ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM r l NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. r y STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO ----- PLYWOOD HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR gk SEE PLAN FOR PLATE BELOW MASONRY WALL Q, 4'-0" O.C. TO GABLE TRUSS 7 ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN !' R MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER 4. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE o 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY K8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS L uul / 4 (0- r ui� -� �, i t7 u'1 z ea Q 4 N (V Ca Lu V) r~ E �Ln f � m Egg U A c � 0 1,4 < ' N 00 2 fA ' 2 o a 1 �° w , a U1 a Va'�LL�° �3 � in ZW C., �Fo';P 0 LIL#000f1eq, Zz _j I'-e O< Ul 0 5F rf/. �OFESS� tixIN f I I I I I Ilt�``�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. r_ cD M M J w ZO Z z 4 rj E z o aoR z® Ov M �z ¢� °� oaaa Vb U¢ Z o tdS �= w z w� C am =y N O O 0 o2 Z Z N J ° o :t Q 2uj W U a J y? z co o 0 •� T U) L > •L 00 . O O .-� U) O co 0 v c ~ 0 3 lot (0 T I.() N .� 00 o 00 04 t— 0 CV) C 00 i o Coo a Ecol E �; c a- U _j Q p JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. D 1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SP4 w! (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER (USE PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. \ MASONRY WALL CONNECTION. EXT. SHEATHING QA BELOW AND ALT. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Q SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASONRY & 8d NAILS T/B FLANGE G 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO 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 _L,,1 , ,-...,,,., ,,, 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE 4CAi2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM ` : >>: FRAMING PLAN FOR I -JOIST rr AT 48 O.C. A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE SEE PLAN • -' OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN 3 2x #2 SPF STUDS END OF INSTALLED AT EA. END O O° CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d l^ G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL REQUIREMENTS 1-1/8" RIM BOARD TO HORIZ. '" BLOCKING TYPICAL BLOCK WALL FLOOR DECK INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d „ NAILS & 4 1!4 x 2 1/4 TITENS CENTERED () Ir SHEATHING MIN. 7/16 - FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALLoo BELOW. IF 2 O VERIFY W/ PLAN �' gd NAILS @ 3" O.C. WALL SHEATHING %` JOIST SEE PLAN = (2) 12d TOE NAILS TOP 2 SIMPSON MSTAM36 w/ ( ) (7) 10d NAILS & (4) 1/4"x2 " ° I -JOIST SEE PLAN TIE BEAM PACK w/10d NAILS „ FLOOR DECK @ 8 o.c. SIMPSON MS0036 STRAPSBw/LO6 C ( ) `, TO RIM BOARD & BOTT. CHORD 1/4" TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING _ IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST 1:='" O.C. (MAX) AND @ EACH END OF WALL UNDER PROVIDE BLOCKING BELOW JAMBS FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOORK3N�HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 80-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED - SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" "- T P. q 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 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 HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE IwI. 2 x 4 #2 SPF STUDS rr C AT 16 O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS 2 2x HEADER SEE PLAN ( ) 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTS0 IDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (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 711 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x () SILL PLATE w/ SIMPSON LS30 w/ (6) PLATE SEE PLAN MORE INFORMATION 12d NAILS AT 6" FLOOR SYSTEM OR C H B C BASE PLATE 1 x 1 1 /2 E PRE-ENGINEERED F SIMPSON SP4 w/ (6) Od (US - FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 2x CRIPPLES 16 O.C. y�/ (2) 12d TOENAILS T/B n 10d x 1 1/2 EACH SIDE (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). 2-STY. FRAMING BAND JOIST & BLKG. O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) 11 _--_ 1 1/2 (USE SP8 FOR 2x8 2 2 x #2 ,f _ rl O WALL) @ 24 O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP - 2 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET B T N T EX EEDING 6 FEET U O C (BLOCK SOLID) I- 1I A.B.T STUDS ARE w/IN WALL SYSTEM O TOP PLATES 11 BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD " A SIMPSON w/ 6 10d x 1 1/2 IS S M SON LS30 SEE PLAN FOR 2xCONT.T&B - - L AND MULTIPLE STUD PACKS rr PACK W/ 10d NAILS @ 8 O.C. EACH TO BE INSTALLED AT E C D. COL. SIZE 2 x 4 #2 SPF STUDS g - 'G` INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDU LE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/811 ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP F . F I l� 1 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2 2x SILL PLATE 2 x 4 P.T.2x SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM 11 MIN. 6 EMBEDMENT (2) SIMPSON LSTJ2 w/ 10 10d (2) 2x TOP PLATE ( ) NAILS WRAPPED UP AND �� CRIPPLES 1 O.C. w/ 12 D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1)1/2" EACH SIDE TAPCONS OVER TOP PLATE SIMPSON SP w / ( ) 10d NAILS AT ."I, ;. PROVIDE BLOCKING - " SEE FOUND. PLAN FOR FTG. REQ. (H STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS TOP AND SIMPSON SP1 w/ 10 10d ( ) NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. PROVIDE (2) CRIPPLES BELOW 1 TOENAILS T&B ATTACH STUDS w/ 3 2d O S C S S () —SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK 10d 1 1/2" NAILS AND EXTERIOR ATTACHED PER NAILING SCHEDULE 2 ONLY. HEADER CONN. @ 2nd FLOOR (24) x AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR STORY WALLS SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. a� GIRDERK-77� (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) - SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 1 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 80-2 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 O " ( SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ �c�T 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. F� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x •�k� 8 M� TOA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. �! (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING A, WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR IS THAN LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 GREATER 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON(&) () 4 ST4 M2 6/4�/ (7) 10d NAIILS TO BE INSTALLED AT EACH END. PLATE AOTTACHP END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK / FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0"LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. r= 0 2 z z� Q n 8 M t/ 1 ''znn V LL 12 O w In r � m U I i® uj � p SO Z�s� o� (A W Q NLLS o a o 0 Wo4 N m Z W a o 1 �� •��` i,• .cam � Q - Q �C) �� d n1� O F E S S\0 �ii��A'flfl tII11111\\`�\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residenfial 0th Edition. Engineers signature and seal is only for the structural englneedng portions of the drawing pages bearing Engineers signature and seal. o cD o i J ILL. E a E E U o aS > rn ?® w w co a� Du u o Zoruru n3 Y Z z��o& � J � a a o 0 < Z � z �o a W iZ 3 w LL F w F cD OF IIIIIIIII� O _� o § C � T L ^ >L ^L, W .> L � O O .—. O Q C Y s U N ~ 3 co Q) T LO N oo O i OO pop N L0 T ai � C) ME ft! N o z Z 3 N E CD E `a C a 0 -j Q p a) JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. D2 o+ 3 co ell LO I i a LO cN N Q1 v x 9 I rn v 3 Q 0 8- 0 0 0 i a 0 J c> ti rn 0 t2 co d o� 0 N n 0 w ^' ^ '") WEATHER VE BARRIER & 1ARILY SECURE WEATHER RESISITIVE BARRIER TAPE )ABBEMBIED NANOOYV ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING i 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 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP -� CONTINUOUS BACKER -� ROD & SEALANT A 1:11Eel617 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 E0 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY 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 r­ h O SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �.� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) �r s- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS L1 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB (,,SF BOND BREAK WRB LATH - II; R STOP A UOUS BACKER ROD 4NT TITIOUS FINISH 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 SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all i ") Il G' < a o groom Wv) _z n 1 0 O4-J Cl .1 m � O H (n C tN �(10 - m I U c+- N Q 0 ) � io � to 2Q� -�� U) y r Ills11- �"� a a0 3 W i low � o a-4Ss n Z Q -JILL isN<�� `� Z Ern °' 3 t S rn 3 C] LU O V F ❑❑ rn 0 N oo 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 12 ti o M � u_ s m 'aR Q E wz na Z a 0 ru 8� 8ul �Q gw N � i �� � o < �� m� Z i n N � <w of _ �z wLL W) N 1 o o� a � o� � T 121) > L() ^L, W 00 _ L � O• O i� co C -6 = N n1 m U C r*1 W 3 ,~^ y , I� (0 0) r N .T. 00 C:)LO i 00 000 N r ci rn O c'7 CV j O o Z M Z Vl E lO N E 2 m a ci � ¢ o JOB NO: 19-5895 SCALE : AS NOTED SHEET NO. W P I- 1. II 1 I I /L I ' I I .1-- L _ _ 1 1 , I III II !r r I _ _L It II 1 rt A 11 1 I. I I t !I I I il I it I L_ SIMPSON Strong' -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018, The information in this letter is valid until 6/30/2018 when It will be re-evaluated by Simpson Strong -Tie. Please visit wow grongbe,corn for additional pertinent Information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dwdBDW Engineer, Southeast U.S. Branch Peg. I of 1 9 n,ysan St,00w-Tie Co pm y Inc 2221 Country Lene McKinney, TX 75009 Phone: 972.542.0320 Fax 972.542AI39 were.ehonatie. tom I�teek NO ' f�4n11'CC'tt'9!a' thlsMr9e �: ProdueE Xp�vbVal tote.. - � � 9Ewgt Np, � �'r4dt!p� i�P¢�e. � Ai�1 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL1723293 ESR-3445 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR3445 HU212.2 FL10856.4 ESR-2549 HD216 F1_17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10850.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856,9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10850.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL172417 ESR-3444 HUCO410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470,4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17880.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM10 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 F1.8223.2 Evaluation Report HTSM20 FL11473.11 SIM20OW2 HUGT2 F1_8223.3 Evaluation Report HGT2 F1.10456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FI-10856.11 ESR-2549 HUS26 FL1723296 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10855.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS21D-2 FL17232-11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232-11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS2&2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232A1 ESR-3445 LUS46 FL10555.118 ESR-2549 KLEG3 FL17241A5 ESR-3444 LEG3 FL10667.71 ESR-2815 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL108524 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244A8 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS200 FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL172402 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 1`1_17244.23 ESR-3455 A34 FL1044893 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-26M MPH351e FL17240.3 ESR-3447 VN1416 FL10W7.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL1D852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 F1.17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL172405 ESR-3447 MGT FL11470.9 SIM200803 NFN135X12 FL578.2 Evaluation Report MBHA3.5&11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/18 FL13904.0 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441,4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667,8 ESR-2615 PHD2A FL1721993 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 F1.1723&3 ESR-3448 H10-2 FLID450 7 ESR-2613 RT16.2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2813 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236-3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 F1_17244.30 ESR-3455 SP2 FL10458.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 TH028 FL17232.16 ESR-3445 HHUS410 FL10655A ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468, 11 SIM200804 TH0410 FL17232-18 ESR-3445 HGUS414 FL11488.10 SIM200804 THD412 FL17232.16 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 F1.17232A7 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F Ft2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL172%5 ER-02DO HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26.2 FL11473,12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermsTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.1 +67.0/-67.0 pet ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +6TO/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2D461.9 +8T0/-87,0 pat ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461,14 +BTO/-67.0 pet ThermaTru Classic -Craft and Benchmark FL15225.1 +07.0/-67.0 pet ThermaTru Smooth -Star and Benchmark FL15225.5 +eTO/-67.0 psf ThermaTru FlberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FI.251, 10 C. SECTIONAL Clopay Building Products Residential VAndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential VNndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WmdCode Doors W8 (16X7) FL15279.102 +37.0/d1 0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707.727,747,and 847 Single li Pairs of Doors FL 11537.1 N/A (see Inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351A +40.0/-50.0 pet C. FIXED MI Windows and Doors Series 1a5 FL15349.1 +40.0/-40.0 pet PGT Series 5520 FL243.9 D. MULLION MI Wndows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3, PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL152722 *70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OH Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lcmanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 F1_7849. 16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels F1.15076.1 - FL150762 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) the performance charactenstics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements Further. I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ^W W cn ^, W �e U L � 0 O � (D O O C O O W CU 0 0 = U_ .,- Ca ._ -0 cn E w Q a�i � � .� U/)�/ Q E Z Z W J Cn E \V O L O 0_ L U 0 L U CV M F- O L W� a � Z� Z Q J a - SHEET NO. PA 1.0. f—• N Florida Department of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail P— I ce a 12n2(2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail aapz ad a nro o1e Floods Departrrt•Mmg BusineCodes a d Professional R Build' Codas and Standards Regulation Product Approval Applkeltlon Detect pie, or l Florida DepeMlent of Business A Professional Regulation ng Codas and Standards Product Approval Applkatbn Detail Pp. f a+ V1Wws ^' VJ O L W C�. O M }� W VJ Co O � L— d� 0 >Li. � O O LL �R � _ 06,g.� CID 0 - ♦ U) � I- �� V� CU ``t^ 4 .� Vl (n iW 0 co co O L Q IIaLt AOtltL9C silk ge4 er. D..ndlne git! I= version( G9mad EndmxaLleenee Yaldaed By y�(dg1gL Submitted fig' gypxu begged RMslon 2017 Therms •TN Corporation Rick VMIgm Lyndon F. Schmldl, P.E. Ryan J. King, P.E. 10052017 07M 2/2017 10n82011 12/12/2017 Approved C«•goy: Exterior Doom (419) 296-1740 PE-43409 (913) 767.65M BUDC«•gory: Srnglnp Exterior Dow Aaaamdwa nckvr®1lvwdgcanvuNrns. C amp Nnn Method: EVebeeon Report ham a cold Fonda Registered Arcnead a a Lkenod Florida ProhabnN Erlslrww FLadOM1.R2 rnaNaa gyggrydg�pgg Aosrevd for u•e A9Emx1dA9Lill! lmaBt gella0 rit9.9 PndLwt Model, Number sr Nent, P dggtggigggggg Coarit EYdrabn Defa IO.HvKZ Outside HVH2 OgedOL $ygggn 1 s. Thsrm.TN FlDsr-Clask well Smooth -Star Nominsl 60391 equoINaHmpad iquw; opaque 12/312020 No Yes No WA Compostso Edge FIb"Iess Single Dow 0n ; X c ) f. tens, N es,- a• • m w Nomin • 12/31rl= No Yes No NtA C4Le ENP ntlNor p� y� Date p� I� V.nlon �g(� � Enolmx{Llc.m• ylldrieG By �4 �g FRCAmror•I Aneror.d m Revl.ln 2017 ThemM-TN Corporation Rlek WAg t Lyndon F. Sehmldt, P.E. Ryon J. King, P.E. 12/13/2017 12/1 M017 12/212017 02/132018 Approved Cawory: Extnw Door (4lowaim,740 PE-43409 (813)787.8555 BueC«wort: Srengmg Erterlor Dow Aosmdwe Mkw®nMMgmtlsuNaae. Compliance Method: F rule Co. Florida Registered Archfted w a Lkens•from Praaarlonal Engineer rtulmalA3►roan«. Ou«IN As•unm• A..ror•tl tar U•• Aaoror•e ra Ua hosts Delon aeoa Produw Model. Numbx w Neme Product 0••cdatfon Ceanef Esdrabn DeM HFINV: Ouf.M•tb= &tALOL( EMAUM 1 e. 7hermsTN FIDar-Gland n,d Smooth-Str NomWW "A139:8 6quotNoMmpadagrol; Opaque 12/312021 No Y.. No WA ComposNe Edge Filorgless Single Door (Inneingl utswi g; X corylgurollon) Saloum Sam sawK no 20 gMLEWAM sib has YZd= t !tamed ADMMUL&L M Ylldret k YIWa! &Mkm" PAC Assumed aE®•Y am Reviles 2017 TINrm■-TN COsporMbn RIdcNMBM NNbrW Aoped4e/n8 Ryan J. Kkq, P.E /20NtO17 08r212017 122Y1017 Approved CReae+P blrb+boom (Itq 2961740 Mrrpwrwa kieMum (613)7S74MN ��y: a*p E�� l� � �, Cow#lw Woad: Cerbiloallon Mark a lJWlg oan gmilLh o ling a■ nLacum jg" REM 6" EMOALjMOOM 'fr go 111111111112 OMMMLIM numm E� 1 a. equotCMAMO r- 8prt and equat9owl em by me act 810 Opgre rd Gwud Fexargisa Dow wan 12/31=1 No Yea No WA TheirmwT+tiaquet act wkhwa BMeWo. kisakls act Outim" Saloum 920 11NkLg 20 20 sin I= Ylalm � Chad AN&OKAMW immilu mt Ydd■L llmmftd !lgammn Ammod Lela Revision 2017 TMrme-TN Capaaaon RIOk Wright National AopedRaBonB Ryan J. KYIg, P.E. 1220m077 08/712017 /22220,7 Approved eragay:EdeltorDoom N1%298•,7w Yrrgnrdkalbao (e+3)7e7-eae5 SmbCabgwy: &Agk+g b0.riw Dols AeewrMn , - A r!, - a• Wtoar OuNkeeon MarkwLWV eon+ gl�.aomlt aoomusl�YY aa�dmL}t bid � Ins BR*ALgWAdO■ he NvNZ. amwiLEi ambim E I a e. apro08mootltialaApuot; and aquotarid.n■ It by a and W Opaque and Gw3al lebse as Dow eM+ 121311=1 No Yee No WA Ther+sr-Trull lr«: an0 wMrolA SMaaas. kwAV act WeedingV Compoello Edge Fbxgl■n Shlsle Dow IneNri t , x 4erM en 6 f. ThermtTN Fax-Clasic area SmodlrSler Nornhal U039A lguettlon-Impacllquol; Opaque 12/312921 No Yes No WA CwilpaaN• Edp. Flbefpisf! Slrlsla Doe 9 I. Th•rme-TN Fb.r-Cla.k end Smowl, Stx Nominal86M 11:88q.WI—I.pedaqunt; Glad 12/31 No Yes No WA Compose Edge le"lass Sups. Dave 14 n. Thenn�TN FlMPCWak act 8moolRalr (NanInglCutre": A configuration) 4quott4mimpaclaWa; Olaod 12/31/M No Yes No WA Composts Edge FlbergWa Slrpw Dow awl ; X eats ) 9 I. Theo—Tru lebx-Clack and Smodh-S,ar Nwnlnei Baet189 6quo1Non-Imp d6grot; Olaed 12/312021 No Yn No WA Composts Edge Fiberglass Single Dow Inavl ; X cads ureaon Composite Edge Fiberglass Single Dow (InnvtrlggW ; X eeragurren) Florida Deparbrsent of Business A Profeeebnal Regulation BuDdl ig Codes and Standards PaP+w+ a ewe Fonds DepeMlent of Businse bL Professional Regulation Building Codes and Standardss IAMIe Floridaof BtWr� & Professional Building Codes and Standards Reg P•p+a+F 1N 2ws Depanbrient of Business A Professional Regulation Building Coda arts Standards , e2RegulationFlorida Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 6alotom gob Irma INWO owwkg ■t l� m fmafam AnfrtALlmtn libilliLk gill go Ytld■d Mow gibbaam Yes ar.ANNMMI AMOMM ANN SaloumSaloum gin mm Ysdm Nwadmo m lmf al lamed A■bo[ALlolat Ndgmu la gib go 2dLbodM Yddalad IDaalt !ICAMPolaY Axle anmaa a" 20b has Ysmlm h aeldao giag 1rdhJa fossil AtafrcAlbinl waidda m no pie ➢dLbElm Ya1d" &Mbmmd OGAmrad Rda ARERM Afroa 6d>illiiB! gii has lttmt samdrbam AdlLo< food AtdtatcAlttal mdom" gas 20 gib.Cleom Ya9aoet aW arLAMM l no agnenm Loa Revision ZD17 fel111a1dOtee and Doors Orogery: Exledor Daly MalOWgery; NO* exterior Dow AnewrMn Orem "NNW LW R,' Lair Swverr M. Urkh, PE (717) 355.3300 PE4014 (717) 31744M beWr,"mNM.aam OS 13FMI OL112017 Miami? 10110120f7 Approved RWWM 2017 MI Vandows and Doss CoMparr, Erdslkf Dom OukC■Iegay: Skills Edens Dew Aa WMW enrrtSBeper Luis Roberto Loma Sven M. Unoh. PE (717) 36a.7300 PE42514 (71n e172eae bLUMpfOmlwd.CWn 011113111017 Od112017 0Y15/1017 1O11O41017 Approved RnYlm 2017 W Vdrdavn NO Door C■I.a b W. Buis Dooar sirbc.rgory:NeangFuderlaDoorAeewrlbla grant balk ow Luis Robxb Lorna aM1~ M. skin, PE (71n 35 Qmkv PE4YMU (/1 n S77aM OsekpromMd.aom 0N132w7 00N 1/1017 Oa1162017 100`102017 Appoad Revision 2017 MI YWldow and Doom e.wgarextrWDoom mil': eNwExestlor Aannra Bon sow Luis Roberro Lomas Mis set M. Urkk PE (7,n3S6J70D PEd26,4 (7,n3na4M wletpsronMwd.aon Miami? 08111/2017 OMI6WI7 10402017 Appoad Ognlpw.tlre Normal- Evekreon Report Gem • Co.,pNrare Wiled: Eeehatlon Ripon ft. ■ CwylWas WNod: Eakraa+Rayon him • in R ComplWra YWgdo Eeakreon Roost a ed a Ll Florets Rspisered Ardm• oarie.d Florets Ptoiseebna gngk— Floods RagisMadrdi AYd a ■ Lkaal naFlorida PtaweeWlN Eno— Fortis Rpisarnd Arclea ad ■ Ltanaad Florets Pro'..1'". 9 d Fl Flortla a E+aeualala■ Nd a • Llorwd FWlds proraeolom Enght- 6&uauaLB26ok lea! gmis Laa11■ln dgdngiMtldn Goe.rtABbAnam AmandhLlt aE■mm 1. win QdmdLulY kim !serf submt gown E■an B !Yt linseed MadeL Mmmbw w leads glalfAW■On blaouwaddm gookulawkilgano AaamedfLum aEamaLfrAt It dull 2MNkk tl¢ lane Bohm giltal Clllrn Yes! EMOOLMONLNNNkKALOM amwkAaM.agOa EmOngila■rn Gligmag imbnam hommiA LYaa AEmradA Lit 1.NvNz gl OW= IaMtd sum" Niles bwled 1W! bObOLVAdddk=bKXAMEmOlmgeaddt 9111olaoYmEl 4l■lrAolytgW aonni Rum aa00sdmLlfl b-HYM 20MLIM band amkvd 21MM EVIL■ 3 SERIES 420 ALUMINUM SGD REINFORCED SEll 420 ALLMWUM BOO REINFORCED OXO W312018 145-3M►gWDMAquot No Yes No WA 4 aMU 420 ALUMINUM SOD REINFORCED SERIE6420 ALUMINUM SOD REINFORCED OX. 12/312015 XO, m aeagatlAaagigt No Yes No NA , 9ERIE5 420 ALl1MNUM SGD UMES 420 AUAINU1M Soo OXO 12/3/2018 146-Y4aquotfdl0agrt NONE EIN ORCED No Yea No WA 2 BERES 420 ALUMW M SOD SERIES 421) ALLOAMM SGD OX. XO, XX IV312018 G"qUDOM&qu* NOWREINFORCED No Yes No WA Florids Department of Business; & Proheeional RVA&I Coda and Standards Foe, a, 1an014 Florida Department of Buol ess & Professional Regulation Building dirg Codand Standards Pap, a / +Rrm,e Florida Departimank of Business & Prolaaional Regulation eg Bulidi g Codes and Standards pa, a, +arm/a Fbrlda Department of Bwinses & Profeesiollal RegulationRegulationBldidhlg Building Codes and Standards Pap., a 1 Product Approval Application Detail Product Approval Application Oda Product Approval Application Osfall Product Approval Applkaaon Decal d1t19b2m 20 Len Yam" AbodooRK BOOLa Emma Amd.rLkuJ Yaladlm gala gall bmmld Auhmlad alk2mi as bla akLAMERS9 hoard Oda Fina2mm 2ok hie ME" l wuhlbz AOLL9t Collar I mmkbk LL 21k sire D11bp m MOW Aod■d [IGANnd gala AneWd afaa FL&ULU24M fmaa has YMat NINO = AmbLg[ gleam AEsbrsALloor YardLl" go gale 291.Emdkz You" llbmWd fIgammui 20 homed all" BAmim fdda has Y1mt mlmdmmx liDrOLa[ fmlfm It Yaladdk sin gif Rd bwm Ylldret aiiar ZvLh EmMl god as mad Lea. Cn RWAMW 2017 Clam aO*v lot d Con"M Censer. ESa■II Door Mark V^ft As WAN%k Talky SWVIGU NA Gary Pkalar (513) 7m em Ins, (513) 5194OW 1/292017 01IGM17 124DOMIT Approved RerNkn 2017 CA*" Butllg hovel's C-WY Gossaery: Errlor Dowa Mark VNebrIIW InWMk TOWO Santo■ NA, Dry Pk*hW (513) 770.8082 IM (513) 519taBS 11211=7 WOM17 12A52017 Appeor.d PA Was 2017 WIM1r" and Dome a Deem Ey: aim aalrlsw Luis Robert Lours Buren M. LAldi. PE v,n Pe22B11 (717) 317�IB1 051130,117 0M112017 ON162D17 IDMOM17 Appoad PA Imm 2017 POT W4uomn Caeeaay: EtlMbrl3ppe Oa■n Runk MWr64)sde BCCO -CER MW1iO.d. BCCO-VAL (M1)4060+OD (7s%310-2890 IWOr1017 11014 017 1201252017 Approved � N101agery: sedkrrl E10rlor Dow AaWtIbM pay.carn aubCstpry: Sedbrrl Exlerler Dow AesenlbyM rlwwaWMlAdopry.+am S sreCawgay: Iraer,pP br Dom AaoarnbY• SubC li g@rQmk0 belaipenonaAd.cam e.ber.arr: elaro r]drlw boa Ae■naaa dw/a otetl Coararia MoMod. GaM mbn Mark or Left rx.eara. NW.* CamNnem Mark or LMkp Comparre healed: Eakrtlon Report Moen. earlpa.ir Wei•! rar5earal Males LMkp ■ 6iluziaLbohm aiiiamBLEMOM Ftrda r+a9isis+ed Ar«lied or • IJaniesd Forte ProwabrN E Vinem gmdkA lma himehilat{ba aaBmmd.bLtbe lalaa alwo glebLaanmon aaamaLlaLWI aooma0talt lama gilln CIO Rat EMANLEgiwLmmmkKxjim lmaoLamadd■ fmoradAlme■ngife IDlAf1>i gitAkllYfJi &Rom O7 Ma! Emrng■etlaYm f Atabrmgill inHVW 2WWILt z amm m Ebsa■ last emrngrrbrm sin Io.mOlZ 20m mlS BRllYlall Emaaea 37 037 VY5-09 PAN41`161: s4A, 94.73. 75. 1600, 190. 70, YSV, 4sul 4RSF, OW. sRBF, XW. 48, 42. 511, 4M. 428. WS, Goal' GOWN. OW. OR56V, ARCS, ARBSV, SIN Part lints. 26 ga.) SYlple-Cx (up to or Wide) O1521=111 WINDCODEW 74; WB Oamge Doan No YN No a3D PWI-32 PSF 53 M Will PAN -VI 53-. 04& 94. 73, 76, 1500, 190, 4RST, 4RSF, aRST, ORSF, 46. 42, 55.408, 42a, see, GOWN, GD6SV, GR66, GRIM AR56, MM. EDN. EDBBV etN pan ((ra1. 25 ga.) DouW-Car (07 to 1SV 06IAW wW) WIDCODEea174; Vey Otago Dew No Ya No a30 PSF/d0 P8F Let 5 SERIES 420 ALUMNUM SM REINFORCED QMWNLLmkdmnmk SERIES 420 ALUMINUM SOD REINFORCED XXX 12131=18 limightedbLian Amaraved far same hllt(lQ OLddit : No Ya ■" Bohm No on" Em WA 10 SOD-W70 (I.rps k1M1e krgrop Will Sift (Asa Doer 04114FMI YM Y•s Yn WA ED68,E.D58V 143:quotXOUWok O Florida Department o1 Business & Professional Regulation Pape 1 �f 2 Deparbnerlt Regulation Florida d Business A Professional R Building Codes and Standards pp , a, nwa Building Codes and Standards Product Approval Application Detail v,vzola Florida Departrnwk of B1nIMes 8 PnOfeeei0rlal Regulation Building Codas and Standards Peas a, ,a2D+e Florida Department Of BWiMea A PrlDtaalonal Regulation Building Codes end Standards nhp, a, 1lwmis Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail vggg IYQ! YlD1t h0YIa6YL 2 Enas, ClmaSFnwneerlueen.e opplM a Ywdem gs FOCA,o,,al Aggrg3eL 9MEu R1N1tl1Af 6� dicta M= Yamin momdubm FAMLaL Gomld AarrrAltor YelaoetLL go a■ amigo Anmlt giKBNIMI go 9GAauld AME M9 Ann R—W— 2017 hill Whdovn and Doors Category: View— Brad SNNnger Amancn Archaedurel Sloven M. UnM, PE (/17) 365.33W Maruwdurent AsaoelNin (717) 317-8454 12292017 12113IM17 011082018 Approved Gods min ymelm ■ shasmat AmtN as, fmofr AnowEL&Llal )Nodmu dlY nm1 got DOLBBI R VAN" swim" t rLhi9md slot An aNd Lon gets has Ihrlm omwbgkm Enstm AOmn6AIJb Yal01MLik go no 2MLbldd YWret ALdmI fMA22mMI Ado Aoo=W Lae Mvialon 1017 WRRacB RXNIM WAADO.InC cateary: EIBetW Dees DalkOeve UL LLC Tad Banran, PE (841)4942814 (305) OW4707 1t/302017 t02s11017 12A52017 Approved 8ubc«•dory: ShlsN Hung Compencs Method: Censacelon Mark or UNkp nkingx�rnMeJ eom Revlelori 2017 Ckp■y Et+edsls Ploortis Company COWWr. E10rIer Daam Mrk,a/ee1r11eM klWisk TeWpearrba NA, Gey'PkrehW (513) 77pa062 Ina (513) B194M06 112e2017 OeNO2w7 i2A62017 Approval Revisl0n 2017 Cxopay Bueep Prodisw Oo++IpanY Doe Mats YYMMIMM InlNlek TeeYnp Nervlw MA D4✓Y pkrelllar (61 1 Ina (613) 619a58g 112a12017 001102017 11A52w7 Appnoval ■ MarDWOary: E.xaskr Dow Carrpoards Carpearir Wted: CedNtatln Mar w Us" damededkoaawtll"to inEI 7214E�a iP/�+aa Dually A.eunm. A.erevee for u.. Aoerovaa for Use 1-1, C0ulF.. YMrodf GdNkNtn Mark or Listing�D■Y spas Bi/Catary: SadioniN E]nlenlor Dow Aesnbla Carlparr Weida: Carebeaon Yrt or LYep frtweetreeldQClop.y.4om lkat Pretlua Media. NumhxxNMe Product Oeecdeaen COMnel Exdratlon Dales Ia.HVHZ outside HVH2 atlldam gllloa Pressure awarrsom lintel allomwoubsim Yet toomLanwiAmbKALNAM EM6ML2001 m rmaramlmklooEgaa An avdfotlt Annealed lelm gmukkmm IN stool aWnl gnat boa■ 2 te5 SN 52x84 FINFlange Frame IG/SG Single Hung 10,092010 No Yes No ffiN-60 Rat gmiNKAnit>n! bmkmLavaddm goeblmlmbommk AaEOM91KUE ammondAvim bulbul gRnfltOt>z logo Bohm nomm halal■ lima Emdtdgaead9r9s r&obasabar■gW aaaoamdhLun aanamikAm Iml¢ gubifti z a" &Wdw gem bases 1 007. 707. W. 747, act M7 t+a+a and Pan of Doer Fkah, Gland, rd Locreared silo* and pairs of 12/31MU halos, dell doom. Yes Yes Yes WA as Ds4 VY849 PAN410153: 73. 76, 84A, K 42, 45, 42a, 4n, 4RST, SM. OM. GI IS. ARN. Was SWW Pan (mis. 25 as.) WVoCar (up to FT wet.) 0602,/1025 Va1DCODE0I174; VM Gmnw Dom No Yes No e38 PSFM2 PSF 102 102 111011610 PAN-21ri : 73. 75, 5M, 94, 42. 46. 42a 4n, 418T. OW. DOW, ORR58, AR56. ED6a 9WW Pan (min. 26 gas DprtCar (97 to 16 r O11121012M wide) VVPIDCODL4,8174; VA Garaae Dow No Yr NO .37 PSFM7 PSF Florida Department of Business & Professorialego a on Florida Depert nwtr of Business A Pmhaioml Regulation p4+a/ Florida DepeArrwd of Business & Pn6lasforal Regulation pap., a+ Florida Reputation �ioti Building Cod and Standards ,s � Building Codes and Standards uvmts Bidinga Codand Standards undo i g Cedes and Standards B/mle ProductApprovalApplication Detail Product Approval AppMcatlon Detail Product Approval Application Detar Product Approval AppNatlon Detail U) Date Penton Qbl FLAAGA&M ins, Ylalffi 11mOfi M Contact Enwnearaurame Vaudet.d By v.ne«.a pypprO(gL Fac Aeerowl Aggtgygg Alegre /rl� r.20 has Yf■n hisommig fawo< Smmad AlrlamALtm rila■Lb gate gis Yr11■d AubmI 2020" gift ffihanma a■mYd Alma VAO Ion Yaaln smubso [ BrAIN Goofs A09boLauW immom gif 20 ganElaon YIN" fhd■tld FMA■md gas hoomld Afoa rod! has 3mmm mokbgb= lmfLat 210M 2OOIto[lILI0l0al Islam" gas elm nozeum rildotL JIM d PW AMMd ■o ARRUBW Loa R.Oslon 2017 MI Windows and Doom C«•awy: VArldows erect SMingx Anted.. Archd.durel Steven M. Udch, PE (717)365.3300 Manufacturers Assodelln (717)$17-8454 01212016 0+A32018 01222019 Approved Re 10 2017 IN Wilhelm and Door Was": WMar Y Brent Malser Amerlcen AtWbduml epee, M. Ufth. PE (717) 36840300 Mwwr■okdem A.sada9on (717) 317.6454 12/312017 1227/2017 01104=18 Approved R0,10on 2017 POT YWuW" CaeaaerP: Vdndows Don Burk MWnFDade WCO-CER MM*Deft OCCO-VAL (041) 4WO100 (70M 315.2$W 12202017 17AM017 12/26+2017 ApproeW Revision 2017 POTkwuyln Oatedry. vordtir Den Ruwk MWrAosb BCCO-CER MWrt.D 8000-VAL (Wa/1 t),S100 p8%3W26a0 12202017 12100=17 122SR017 Approved subeaeawy: Horizontal Seder Compenc• Method: Connw calln Mark Listing bsNlingerolnkW.com O eukCawgry: I+kral Cwearar• Maisd: CwVkdW t Medic or LMIng b•liiperonalstown etmcwerr: lebeed Coep.. MMwa Cor0knOn Mark or LIMOV drusesithellindlueWn.com auhCathow. oboe Hop Carpania Wood: CamN.Wort Yak a lulls dnwkepoeWaWs.4ien 89a14a Proauaa dElam lgg-g Product Ydd N. Nlrmb•r or Nam• i2aalD(AaluuDsa pr.dmtONCnalon ['awrerl Frdralen Oeb Ao•roved fa u.• Aaorove for u.. a]A1Yf1Z 1—act 1L1190 aW0Il0I PLWNR ANA blowjk&LmmffhKJLNM gMdkA� Emig Lookmb n fmlbWOmmrngrt ANINNII etgo Analysed MNVNZ 2mbM for Use fame MN Room gift Es last glisLalll■n! EMONLDradrfa 991NELAabrngn Aseessivill for LIM ANKOMLWJN anus QUOMIEOts bona Bud" gift bulls leas SWELA IOfl Emndgirtldm Garamaukmm g aQmealfttlh! Assrand for It lnmta gummLa i Loam Btaffat giro tmwLm 1 HS 108 Fin and Flange Frame 13.62 1n W1.d Gins (12J110011, No yes No +5N-55 1 iW PW 73 x 72 braced GMa 04mmis No Ya No eaNd0 9 ►w4la20 (law MNY. Yagtl) Vhyt Plead YVM1daw 04130FI020 Yes Ya Ya WA 7 of-mm Nqe MMM lead) Vhyi skew /k++i9 VOW— 074.1,1112D70 Yes Yee Yes WA O L. L) (D VJ Florlds Deperbrsent of Business A Rofsabnal Regulation &dldhp Coda and Standards Product Approval Appikedon Detail P4 + w+ +arm+e Florida Depertmarit of Business & Profesional Regulation Building Coda and Standards Product Approval Applicadon Detall pep. + a+ +fgrmis Florida Deparbrant of Business A Professional Regulation Bulkling Codes and Standards Product Approval Appacatbn Detail was I or I ,maws Florida DepaAmNd of Busfraes 3 Professional Regulation Bus dng Coda end! Standards Product Approval Appikadon Detal p•9e + a l +atom M ELF 6N!>LAEai FL M1411/ FM&i 4W W Smile AmhLoc go got gih[mon Rif fmi loax get got gdLboon gill goat Am■m g■ gila 2ILboua no fmat AErttm gull ga gisblon 2ma hs Yamt IMVNgn 20t7 fhrinnc ThemltTN Co WWN Creepy: Dealer Dom fmdr somuLiLMM kdmdetml Rick Might Lyndon Is Ba1.Wt P.E. Ryan J. long, P.E. (410)2861740 PE43400 (11113)T6741455 Yood" lLBghom 10/18=17 10n12017 EWLAEamed AaEmmd 10/12/M17 12n22017 LWa Approval has Ytmt NoWINN 2D17 fbmdallos ice ilealolvs and Doors cNevary. VAM" 22do AMiNKAMl Yalddum elent saarpr Luis R Lair, r Lkkh. PE OWPE (71n 3a6d300 PE-02514 n17)3174464 IWN" lAMW EBGAm and 10232M7 102a12017 1021111=7 Aomred 12112W? Lot Approved Loa lbmim RaVMW 2017 NOWWnne lea POT industrial Cregry: VYkdowa Gatti AmIeLALflne likku t n DeRuck Mlrri4Dods WCO -CER MWrd.Deho GOOD -VAL 80100 (7e%315.2fM0 Yl■usd ANd■Wbd lrGAmoesr 12A M17 IIMBM17 ARNWAd 12ROWIT a%" Approved h■ Ylmdm Wriskn 2017 Ill■WoeM hies Hae" Bolding Producis, Ino. C1Ygwyssy: Gomm lM*NLLU l bldddLL promising Zhu Ronald 1. 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OKlSIl017 OSIOeQ017 OM2SI1017 1a1a2017 Approved EmaeLooltihwhKALUM EMOMLIbm CID Cn g■ie■Imr Ae�lYt a�aiLlr � lie■ SiallLlae■■e l�Yr s■e1a1,iLYr lasrt gnl■ 1W! Dbaor for A, Dos.and Cn rCIO gmdkAommm t rICU oval Application MolU) ICU t rades b preside hunker prpledkn. or not ) -- - - -- 1 ' 1 _ -I' 1 -1 _- - - I I ----- -.=1 _ _ 1 11-. I ., II__ � 1_L- I - e. t Il-_- ---- - - - -J -- 29>r mm Version Mamdfbctlum[ ReAslon 2017 AN An encen Shutters and Glen Category: shutters subcategory: Sol Penal. Conpllance Method: Evaluation Report from a Florida Registered Archftw or a Licensed Flonds praenlon&I Engeeer tudz ♦Ima Product Modr. Nteraber or Name 1 24gs Grvanlzed 91ee1 Storm P...1. Florida Department of Business & Professional Regulation P.O. i a I Building Codes and Standards 117019 Product Approval Application Detail Entft r ash 20 00, Peanut, aWaa rots � 59mlFl �yn� Lis u) ee veyrle .a Yall�lts awmim flu rMNJ irad A aw! )talus Mice Berbleh Frank L. Bernardo, P.E Troy Bishop, P.E. 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Plywood-164.2PSF Ital GtMmltMmlm set mMBIlt !nth 1 0.032&qud, Aluminum 5V Crimp Mn 0.0328,prd. 5 V Crinp Aluminum Roof Panel 04/122024 No Yes N/A -MIA/ 25 29 Go GudRlb Ind 29 Go. GulfRlb over ix4 Wood Pudlns war 04/122024 No Yes N/A +N/A/ 1 QftIs or CMeweW C.alalae Prodads Proteot and Pleotteteteed Coemte Lwmb 0&2M2024 No YN WA WA war 15/32&qud; Plywood-108.5PSF 15/32&qud, Plywood-123.5PSF 2 0.0321tqud. Aluminum Gulf Lok Mn 0.032&qud; Aluminum Gulf Lok /68,quce; Wide 04/122024 No Yes NIA •N/A/ 26 29 Go GulfRtb Mn 29 Ge. GultRIb over 15/328qud'. Plywood 041122024 No Yes N/A -MIA/ 16 F 3 1&qua; 249. Gulf Snap Roof Penaloar 15/32&qud, Pl Iequd. Calf Snap 24 Ge. 17&qud: ,ride Roof Panel war 15A2&qud: Plywood 04/122024 Yes Yes N/A -tywood OPSF +N/A/--131.OPS 27 29 Ga. GuRRlb ton 29 Go. Gu"Rib oar 1x4 Wood Pudins wer 7AS&qud', O.S.B. 04/12/2024 -146 OPSF No Yes N/A •N/A/ -101 OPSF 4 5 1&qud; 24g.. Vers.Loc 1&qud; Vers.Lm 032&qud, Aluminum 1&qud; Vers.Loc 24gs 16.Mqud; Node Roof Panel war 15/32&qud, Plywood 1&qud; Versal-m min 032&qud: Aluminum war 04/12/2024 041122024 Yes Yes Yes Yes NIA N/A +N/A/ -1385PSF +N/A/ 28 29 Ga. GulBTlb Mn 29 Ga. Gu11Rib oar 7/18&qud; O.S.B. 04/12/2024 No Yes N/A -NIA/ -116.OPSF 15/32&qud: Plywood -101 OPSF 6 1.5&qua: 24pe. GulfSnap 1.5&qud; Gulf Snap 24ge. 16&qud; Wide Rod 00122024 Yes Yes NIA +N/A/ Panel war 15/324,qud, Plywood -116.OPSF Meech axed. 7 1 5&qud; 24ga V-Loc 1 5&qud; VersaLoc min 249a. 16&qud', wide Roof 04/122024 Yea Yes N/A +N/A/ Panel war 15/32&qud; Plywood -123.5PSF Cod. Verolon: 2017 FL a: 11651 8 2&quota 249e Medial, Mn 24 Ga.2&pled; MegaLoc 16&qud; wide Roof 04/12/2024 No Yn NIA +N/A/ Application Type: ALL Produce Manufacturer. ALL Pend war 15/32&qud', Plywood -1085PSF Category: ALL Subcategory: ALL 9 24 Ga. Gulf Ldl Mn 24 Go. Gulf Lok 18&qud; Wide won 15/32&qud; 04P122024 No Yea N/A •MIA/-96.7PSF Application Status: ALL CompOWrce Method: ALL Plywood quallty Angrier tinny Contract Expired: ALL Product Modal, Number or Nar- ALL 10 24 G.. Gulf Seem Mn 24 Ga, Gulf Seam 16&pled; 1Mde Roof Panel "122024 No Yes N/A +N/A/-93.5PSF Product Description: ALL ov Appred Pon use In HVNZ. ALL war 1x4 Wood Pumns wer 15/32"ot: Plywood ve Approved nor use odslds HVNZ: ALL Impact Reelstars: ALL 11 24 G.. Gulf Seam Mn 24 Ge. Gulf Seam. 1 3/4&p1d; Snap Lock, 18&qud; Node Roof Panel over IMUqud. Plywood 04/122024 No Yes N/A -NIA/ -108.5PSF Union Pressure: ALL Data From: ALL 12 26 Ga. 5V Crimp Mn 28 Ga. 5V Crimp Rod Penal war 15/32&plot: 04/122024 Ves Yes N/A +N/A/ Dat. To: ALL Plywood .159 SPSF t3 26 Ge. 5V Comp Mn 26 Ga. 5V Chmp oar 15/32&quo1. Plywood 04/122024 No Ves N/A +NIA/-131 PSF 14 26 G.. SV Crimp Mn 26 Ga. 5V Crimp Rod Panel error 1x4 Wood 04/122024 No Yes N/A +NIA/ Purkns war 15428,quo1: Pywood -1585PSF 15 26 G.. Gulf Lok Mn 28 Ga. Gulf Lok 189qud: Wide Rod Penal oar 04/122024 Yes Ves NIA •N/A/ 15/32&qud, Plywood -161,OPSF 16 26 Ga. Gulf Lou Mn 28 Ga. Gulf Lok 18&qud; Moo Rod Panel oar 04/122024 No Yea NIA +N/A/-63.SPSF 1552&qud; Plywood 17 28 Gs. GuifPBR Mn 26 Ge. Gulf FOR Rod Panel wet 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -1547PSF Florida Department of Businas & Prohaional Regulation Building Codas and Standards Product Approval Application Detall Pega 1 a 1 u6/m/a Ihdtta[ )role gale am pawiles 20 2090 tafMrlloeIt kddllmmt Yddlyd lahmrd P1GA9tomM1 ANDEM !arm Rob Baldwe ICC Evaluation Satvioo, LLC haw A Radiation. P.E. oorl=l7 0620f2o17 071032017 Approved (253) 0244470 (eon) e9.1344 RObotLaeMwYtOwerotha suaot.aonn aMrLAmmM Approved mclta aabmnaim[lib and a" PlltOtfaMelYOm GmbdtaalmYmali )))Gill gWidelg� Bohm PMNW S1mM Llelber =12019 No Ys WA WA Florida Department of Bu&*" & Professional Regulation Papa l a l Building Codes and Standards lm mla Product Approval Application Dehll 15AIN4"! 220 1mHGal 20 am adtBlmm 20 BM Ymmr Ym detMe rams tafMeAI�leMM mrYMmmL YdddM &Yon EWAMMal am mma A d Rerlalan 2017 CASTCRETE USA, eta Craig Pard" hOW44Dedte 0=- CER 443n* Dodo 9000 - VAL 1111412017 101182017 f 1/21r1017 Approved Caegory: ashes, Conventional (813) 8214641 (700) SIO.2600 erabC$bgdry: PMduda iferodUad a e Reterd of .a111 Now TateaMMgy CaepMee MMhoe CWNkMbn Malt Or WYp Bs1Ym1Llm ma gooL E AmmlMAhLum AmmudbL m mild goo ltl GMmdtMl.�gar hlOali aneldGlgaa BMWs 1'.MmIM 1 Hbh Sawrpd Connotes Un*b 4, 6, 8, and 12IprA water ieela OW11R0t8 Ys Ys WA WA F O U) CV O CU '^ VJ O C L- O V/ O LL t_ ca- f- -0 VJ Q Q z z W J Cn M � CIO O CU U Cn O sec- O L- Q CL O L VOL r� v I V cW C z Z a J d SHEET NO. 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