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Home My WebLink About39886 Dawson Chase Drr 1W J ALL VVd CODES R ySHALL Co4fplNAT/OAfALOR N W/r ND -rHeELC-rRIG CODe AiLtHGA�tqCCC des ZEPHy1j41,LL'9 RE- "ISAI DATE CrI � OF ZEPHY , � 19 PLAN EXAMINER ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RIND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening 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 SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORI2 Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lev. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. 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 UC 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 UNO 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 D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C 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 orWDR 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 WP Water Proofing) 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 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. I = 17= INI N AFX I 11SM 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PAII A PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 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, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. o co 0 ac V M e z N O � O z o z J M fi N E3 M N z ^' - V! _ d 'tom• i-J cn t"6 w o0 o Q 0 ,,, r— N c $ZD wo rJ D2 LL, m I _ 0 8 G � w Q Q 14 N �O N � N Z LU o= Z W MZ� CK ll k` N W•��n.''b4C y . J aS c O Z.;..6 .... Z.: W a .M 4-= y 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. o M = a w Z LL-=o C OV oo F� � ,m �� z® ❑a Co (O CIL O E N xo O ¢ z 00 0 0, L �o Q O ¢W m Z (a (n Cy J Z U �� O OLL Z �Z W 3 10O w Q O0 U d w � o� r3 o a � v z¢ S3 0 `o N L 1 N! r O O O Q co YCN n, m C 3 T to o iu Y M N C)Z o Z c `c N E (� 0 c rl. o a io U J Q Q aci J JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. C S HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 18JX3711 S.H. 14 20X50j 184X50 S.H. 15 20X63 1871X624 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X254 S.H. 1 H3 27 1/4 X 38 j 26 x 37 a S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27�X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 314 S.H. 24 37 j X 50 j 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 73 J WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Note:; 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (A +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4°=1 r-Orr (GARAGE / LIVING) r� 0 0 z N O 0 0 N a o z Q J M � N M Ln z �Q) U o '�'C• w U � a - 0 N c a U IM w ~ $0 z� U 'o ¢ ° o 0 �m N Z H M w Z W 2M�zo a NI� LL o U fs] `�`' 8.. �. C7 aLU LU W CAii V ��o'a o z WLL eta To the best of the Engineers knowledge, informafion 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. co w m 10 o Z � Q E ECU =o o0 F� r� GN Z® ❑a H O E 20 �¢ az 0U Oz O f6 N i ¢ w o ad o aZ w (Q U .0 O 2 05 v� z W fl U LL¢ �o d Oz 1� w =~ j o �2 �o O to � a= c O } d. N /`J L_ ■ - L O O U) O co ^C1 m 0CN ~ W C: 3 0*) o r ■� TO LO of CD 0000 � r T" rn ai m 2�1 M N � 110 rri d Z Z c E Q m m c tl U _ Q p 3 JOB NO : 19-5896 SCALE : AS NOTED SHEET NO. 1.0 Z-814" MIRROR MIRROR 00 60 -Fr fe O Z th —j OWNER'S BATH OWNER'S BATH BATH 2 LAHOOD CA 9 9 N 80 (D DW OPT. Z RANGE REF LL =-4 KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS_ SCALE: 1/2"=V-0" CD U) 4- 0 F- V) E V) E 0 a's MID W 0 0, M 40 9 O uss UI rn N LU LU LL 0 71 x. v SIN 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,_ 10 M z Ce3 0 --j U- C6 E E CL 0 W of ro 00 D 0 0, E z .0 WM N M 0 01 z W C/5 WO 1. .1z 0 W ;S U) 0 H �z W, ') W j CD cui tx: I C.0 0 0 z > > C) C) U) C) C CN C) 0 LO C) 00 N 'ODO -- C) CY) C14 0 0 z cc z E 0 'a 0 0 < 0 JOB NO 19-5896 SCALE : AS NOTED SHEErNO. 2.0 XU O Ty O uss UI rn N LU LU LL 0 71 x. v SIN 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,_ 10 M z Ce3 0 --j U- C6 E E CL 0 W of ro 00 D 0 0, E z .0 WM N M 0 01 z W C/5 WO 1. .1z 0 W ;S U) 0 H �z W, ') W j CD cui tx: I C.0 0 0 z > > C) C) U) C) C CN C) 0 LO C) 00 N 'ODO -- C) CY) C14 0 0 z cc z E 0 'a 0 0 < 0 JOB NO 19-5896 SCALE : AS NOTED SHEErNO. 2.0 XU O Ty 12 5� HEEL 0 T.O.M. HDR HGT. — — TEXTURED o CEMENTICIOUS 9 FINISH ON C.M.U. 80 co, (TYP.) N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 12 5� 14'-0" RIDGE VENT 12 �5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. -------------------'----'---------- 6" FASCIA (TYP) ol 2'-0" TEXTURED o CEMENTICIOUS °? 00 FINISH ON C.M.U. (TYP.) F. FL. LEFT ELEVATION - Al 1 /411=11-011 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 / 50. FT. ►# w 0 co C a 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� TnM --— ��_r----- p 15'-0" RIDGE VENT 12 12 �5 EXTENDED OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - Al HDR HGT. --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" (TYP.) F. FL. RIGHT ELEVATION - Al 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) ° RIDGE VENTS 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ° SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0 M M � z N O m o z o z Q J M O_ O M o NCzz ° r Cn W J O o O W F V) of E N F- O „� U °' W � t- 2 E min= o �o o Co ° Q N �O .-+ N a� 4 NN gaZ w z Z W Wa �z a. a H v W W Z O.- o Q w O LL.IN 0� ®`\` ICJ 0 G , o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edifion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C.0 w MC:, M z o z z --I E E 8 Z p a= } m z O W� _ x O a F 0 o 0 O O CN o ¢o Q0 az �W yam-. L CO c ,y Z U m 8� z F z CIL o�d � o �w W Uo oz �� =3 O M wr TO a <t zI< 0 3 C O O ^L1 W I`J > 0 ■ _ L 0 0 co 2 v m ~ 3 T' Ict� co 0 Qj T T T 0C'4 05 d z M N 0 N o Z Z c E Q d U � Q p � JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. 3.2 C IIIII[QIllll . II,IIIIV��!1� Iq-I II. III I II L1 I I ill III_ I -I I I I. I11 II _i "Pill III I 11II ! Ilr I. la raala.mu I ■■hall! a..,. I : ■ VARIES 1'-10" 12" CAP = CAP 2" 2" *NOTE: 1„ 1" RADIUS sh N N FOAM TO BE USED _ ONLY WHEN 3 1/2" RADIUS 1/2"' RADIUS CO REQUIRED BY °,N COMMUNITY ^ 3/4" RADIUS 4 N 0o = SPECS. IF NOT, N Mld fih cD DETAIL TO BE 1" 2" OPENING VARIES 2" �2 V 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" � s iv 1" 4" VARIES - EDGE OF MIV SIN 1'-0" r1 1' OPENING VARIES 1'4" 221" VARIES q N it,,1" VARIES 1," "" 1 1/2" RADIUS T ; n._t 4!"" 2," 4' 2 1/2" RADIUS all in :- Ln ZD 0. riiv r" r CO VARIES 12", 32" 11" 32' iv ,"" 1"" 1" BASE BASE TIN 3"" 2 2 T 3"" 3„ 1'-8" T� 1 "" 1 "" a a 3" 4 o -N � 12 N a 2 — m *NOTE: VAR►ES g" 2„ o d FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" T- N z o COMMUNITY 1" �� c.4 M 0 SPECS. IF NOT, 1"' OPENING VARIES 2" j �N 1" 1'-4" r wl= DETAIL TO BE 2," 2"" —�`r •U ® a, BUILT W/ STUCCO. 2 — EDGE OF 6"" ' O E wtL OPENING on U rJL& ., o V V!•....." . 1-1/2 THICK 1-1/2" THICK ®® l(J Y 4" 101" 101, 6" N N 2a U) W W aNy� zLu a a T Z C�oaB o v ♦♦ PE M Z rn tOLL LU P1 O U V O ❑ ❑ 4"" 6 � 2"" 4", 3„ w w 2 to 2" 2" N M w N M 00 0 1-1/2" THICK 32" 214 chi 2'-4" 'Id 52" 1'-5" 52" 54„ 1'-4", 3"" 60 'IN - 4 4" 1" 12" VARIES VARIES � 2 DR w 2 To the best of the Engineer's knowledge, information and belief, Q r j the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for • the structural engineering portions of the drawing pages bearing 1 - Engineer's signature and sea] 4„ 8"" CD 32 �� - M 00 ^ U z o m 6" 4" KEYSTONE F11 0 _ KEYSTONE F11 w z ❑ OPTIONAL T OPTIONAL Q o � E o � 1 NJ aw ze Q�'L - _ N U �o UO co { to 1 1, cm _ 3" E a o M111 .0 j RS 2 44 V. R4gr" ¢ o . w T GARAGE DR. OPENING 4" 3" a ' 4" WINDOW OPENING 4" 3", }'- <o coo d2 4 U Zo iz x NOTE: ) J ¢0 zZ M 2 • INSTALL OVER STONE, TYP. a 3 0 a o • FIN. TO HAVE TRADITIONAL 2 Z LOOK & SMOOTH FINISH c i o VARIES a�3 • FOAM/ EPS MATERIAL IS ACCEPTED o ;o co aF t A Ov 3 NOTE: I • FIN. TO HAVE TRADITIONAL LOOK & 1'-4" 2 CD SMOOTH FINISH 14' 1'-64" 14' 12' 2 1 MM 54"" 1 1 1 54"" f2" • FOAM/ EPS MATERIAL IS ACCEPTED 3 _g' 4"� T-0"" 41, W 10" V-4„ 10", cv N ,> L o 0 0 N N Q o c� N i�a. m o �— ocn d. r � 0 LO fV V J T 0o00 r ui M CV o 00 0 Z ca O N I\\ Z Ec •pQ a 0 ° ¢ o JOB NO: 19-5896 1" 2 SCALE..: AS NOTED GENERAL NOTES: SHEET No. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 0 ACRYLIC SAND FINISH I��IOIEI7tI1W�ILl�IYLIIiYltilllYillY 1�I11YIIW�A�I.11 �1ll �I i1N li4uauu:u1€: t:i,.y.:LdM 1 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 #14 copper to lights & outlets #12 copper to 20 amp ckts 200 00 AMP t MP #10-2 copper to WH #10-3 copper to Dryer METER II MAIN ll 2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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 $3 THREE-WAY SWITCH P"4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN ;OV EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pa PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR C0 CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) Tq TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL _I DISCONNECT SWITCH �&� ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR i✓ J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT WP H.B. GFI DISC. U L L.J1 VP11 LU VA LlJLF I 11liLL FOR MICROWAVE RANGE HOOD PER SPECS RECEPT, FOR ALARM SYSTEM VERIFY METER LOCATION WITH RI In nGR ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" s O 0 M � 0 0 z o a Q J M LL N --J V W O •0 ,,, �cn N � w. U m W m s x. U o 0 m m N N o� N o w z ZLU Im LU ma o z W L Z O a N rn O p m N =$o N�� a LLZ W Q o C) tj V F 00 rn 0 CV 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M w M M w¢ O Z J L.L C�N S? E OU z o w o z � > m Z' ❑a is N M OU V O f '6 CL X ¢� U O� o E O C11Z 41 O °d Z. . Q az it J W L C � 0 Z U .2 10 Z 0Z Z 60 J on 3 U' m QW E to zZ O. � oa � 30 a mw 0 Z 1 =I o J wa C7 >O IIIIIIIIIIIII� cfl 5 a UU3 c 0 0 L > > .� C:) 0 ,•-� 0 <C Y U N m U C � ~ 3 0) N CLt O LO r 2 O� 00000 r ai � M N o M j O N Z Z c % c n U Q 0 JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED . UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide 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 vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=l'-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. a n z N O 0 0 z o < ch a- C, E3 COJ z CA o Cry Y IJJ O U � OW 0-'t/1 N 0 M TW U m w m r— 2 E 0 8 mj.... = U o m U) • ®0 N N N lD � o� o � w na &* Z§' m P a' `C.) 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti O c Mzo w z LJL E zo g }m Q 0 �"z ❑a J _C1 O J 0 F �0 o Q U az �W L Z 0 y N 10 0 ' (n J 1. Q W � W n N Q F o z z g0 a w m a� x- �3 Milli ¢ oQ U H 0 U� NO C O 0 M L /`J - L NO O■ O O Q N m � F— �400 o � 3 O •� T L / ^' �- 1�00'W^ ai O M N o @ 3 O fA Z Z E O N E C a. U � Q p � JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. 5.0 7 -v x 0 0 ca 00 00 I rn a CD 0 0 J co 00 in CD rn ;v c 3 H a E CD E O x L v c J N N t% to L O U E 0 c-3 O d 0 s M 0 0 O) O N S WE3 v cn c c d -1 U-7$' 6-4$' 6.0 61 Oil 61 O I 61011 61-011 5'-2$" T-15" TYP @ 1 STORY U.N.O. A S3 H.B. r-• — — — — — — — — — wl— — — — ;: ° — — ° — — -- — — -- —r: — BUILDER TO •I— — — — — -- --I r OP a 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR O 0'-0" I ; : PROTECTION WHEN REQUIRED VERTICALS w! in ■ FILLED CELL i :: : ' PER FBC 3514" 20'-6" 3-1/2" MIN 3000 PSI CONC.N OP SLAB FOR HERNANDO I cv J COUNTY ONLY......K I ' 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" VAPOR BARRIER ... :: (: I ■ CJ -GJ — CJ I o Eo mil- a, 5'-3" 1'-10" T 15" N r M 0 I ( N ----------------------------- no o eo ih I ; ' P . W� PT. D -3 1 /2" 2'-6"x2'-6"X1'-0" FTG G W/ (3) #5 E.W. S3 �T T-5" SLOPE 7-1' 1 (2) #5 REBAR ■ ; Ia 2'-6" x 2'-6" x 1'-0" 1 VERTICALS w/ inW/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. XAAHU CC S3 S3 ici FILLED CELL -50 T S3 ..� J I ---�CJ ; ; I — — — —I — l '.'.'.'.'.'.':.' — — tCD ao _ _'_'_'_'_'_'_ . �— .': ...... 9 8 25'-1028" ■ ■ 4'-4" �yo CO 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI { i I PROVIDE %2" x 9" CONC. GROUT FROM FT. TO BEAM i RECESS FOR FRT. OOR W/ (1) #5 REBAR VERT ABOVE SLAB-�L11 SLOPE I S3 zo `r �n 4'-0" 4'-4" 4'-6" HVAC CHASE TYP @ ALL PLACES SHOWN TOP OF CONC.1 PAVER T BE 4" HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. ■ : ■ � ■ { W/ 25" EXT. ABOVE SLAB "GRADE 40 I i LOCATION ... ' ' i ::: • STEEL" ........... ... .............. .......... . 44'-0"o i i 16'-1011 •— — — — — 1 o .12' ..... ...:: 10'-104" : STEPS AS I PROVIDE 1 Y" RECESS ...... I / I REQUIRED PER FIELD FOR SGD. REFER TO KITCHEN ISLAND :: MASON'S SLOPE FOR OPT, ' •' :............... "" ' "•' •'. LOW WALLS iCj: " ' •' •" CONDITIONS WIDTH 11 �� ; ■ CIJ I — — — — — — — — CJ REF. :. —I— iud CJ -- j I ■ - - ��— — I i--jam—=— —_---- � — �=r==== � — — — — — — — � — ii — ` — — — — } � — — — — ° TYP@ 1 IF I I CHASE TO ISLAND : ; ,• I I : STORY U.N.O. N o o S3 D.W. ioa I I I} t A I d : 11j oo S3 in 10 i SINK / DISP .. :: { t ih I 3 1!2" i� I 16'-0" 21 g411 6'-10" 01-01, : , ■ i I I 9, TYP @ 1 STORY H.B. U.N.O. A S3 31_01I 5'-4" .1-9g11 T-281 _ 5'-0" 5'-0" 5'-10" T-10" Ans 2'-1064' L 5'-1164" 5'-0" -4" FOUNDATION PLAN 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —, A W z w CONTROL JOINT DETAIL SCALE: 3/4" = 1'-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 ;r,; ,';�;,; ��,. ��;,. �';Y,; �• cont. around corner by cold ~ bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" u� 3 L1i c� t� c� h M (D N O o (0 � o cL M N z U- �i C1 •N•1 V o O ° N o C� 12 E 0 8 I yi S cit.'nn U) o ' s ° =ta AM 10 { o, V V- 00 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engine s signature and seal. r-- A NW m M M z z p 5 w z 4 � d. E O E 05 . o� �w ao Z® Ico _ XO U a 0°U p °� o C-4 L az o ¢o wz m� (n Z2 pY U ° °LL Z >Z z J fn Cn U F z Z go Q C�7 Md o¢ W � c 0 �z a NF O w¢ =3 �F �o V �z¢ a 0�3 C O O .y n� W ■> L O O O <C U) C Y m N r o vzt r o o r LO VJ r o T oo 1 E CD 4- O c') N va o Z z c E Q N ca n U 0 Q as 0 J JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. 6.0 z �ee■eexe�w■.,■■wu ■uvaweMEMO w■.s ie r�r�neeeeee�m■wner�uew�■rnwuo�■wn■•®■ .■ r"e,1 UPLIFT CONNECTION CROSS-REFERENCE 7/26/19 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 1 112" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META201 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 5/8" ANCH. /(20) 10dx1.1/2 J HTT5 4350 3740 518" ANCH. ! 26 10dx1.112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD38 * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L HD5B * 1 4505 3785 518" 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 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 1 14-1 Od x 1-112" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22- 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 114" x 2-114" TITENS LUGT2 1850 1810 (16)1Old NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -1 Od SP2 1065 605 12-10d SPT24 1030 12-10d 845 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (+_ (A) ) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/-6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 ;IER- STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 IINTERSECTIONS. SPLICING / 2 x CGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" r} C --f1-� M r N � o � d N ME3 _ M U) to o zCz �- 4--J�Y two ��Q owe N a r o Ci D w rn 12 E O mI .10 = o(D C In®® ¢ Y m ZN�?fi ch fION --N f O W.iA _ N p Q ado m C7 N°� ,-4 N LL'jLUI-,-. yo0 e � O' 00 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. r— C3 w M J z � z � li Q- ® zo O >m < N Z FCU — � o F� U o¢ Oz on j o oa dz O ¢ L C: o Z nm m O Z� Yz co J N =w gwn go U 3 oLL <0 a �nw k oz =3 m I d x E O CD .N N� L > >_ 01) ■ i- O ` /r co U ~ m � T c •� T LO di r 2 0000 � r ui CU O rn 2:,M CV a z z ' E p E13 d U � Q p (D JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. 7.0 i aci 's rn 0 0 n CD I rn rn W W c N v x rn 0 0 0 0 J c0 2 40 I rn m v -v rn 0 I— Q D7 N C d E l� E 0 x v c 0 LZ O U v 0 c� I O d C O O 0 LZ M GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 81`441B/1T8F401B/1T 8RF40OB11T 81`321B/1T FORM dt GROUT SOLID O W U O #5 BAR CONT. 81712-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. I Tt'C UCJIlaIVFiI IVIV F = FILLED WITH #5REBAR ATTOP MIN. (1) REQ'D ALTERNATE POWERS GROUT S UNFILLED R =RECESESSED ° CLEAR STEEL LINTEL QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 2 C7 a ° .M.U. #5REBARATTOP ¢ w ° ° ° MIN. (1) REQ'D Q 1-1/2" CLEAR 8R BM T ` Z d D , ° GROUT tNOMINAL.QUANTITY OF ° 5 REBAR AT U) J to � F rL = — t4 w U) ° 4 C.M.U. WIDTH #5 REBAR AT ° C BOTTOM OF z W a 4 - TOP o LINTEL CAVITY o W X w Lu 1 NOMINAL — OTTOM o rr (i o Z HEIGHT HEIGHT 7-5/8"ACTUAL REINFORCING PROVIDED IN Q ¢ rj z `� p w ,^n 8" NOMINAL WIDTH LINTEL ¢ _' b 3: � � D D <10 %n #5 REBAR AT BOTTC AS INDICATED (VARIES) 0 tO , MATERIALS cTf p ecasETmtels = 3500 psi. 2, fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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 O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: )/4"=1'-0" �1 a a M M N O 8 rygO Z Q � Q M — O_ o E3 _- M Q) (D o ,DN C V W O Q .O � W F EOTW �v, N � V � pp N W O1 O 8 C) . o o Q N �O N h o m w W .@<15 �... . 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 Engineer's signature and seal. — o CD M O w Z LJLce cL E z o g� wo » �o �® E 0 tQ O E X O aQ 0a ww 0 00 0 OQ CDQ00 0 0 ¢ d Z ¢ J Z L :3 tU o U m m 0 01 Z Q W J C15 ra- w OLL g o a N Z U wdo �k IIIIIIIIIII� (=:) co tiE 1 �3 C7 a R °3 C O In nL, W ■,wT—' L O O 1� � O QL) = N I— m o r '� cc 0171 o T LO r c0 00 r ui E M N 0 o Z Z N E p 0 C0 c f6 E o ca _J Q p 0)FLU _t JOB NO: 19-5896 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 A-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL O ENE L CC E U 0R 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 R3D8.4, 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 PLAN E 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 0N THESE ACCESSIBLE SIDES) 0F THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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. 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 1.2. 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. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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. 0 0 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4,4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS -AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" .1 16 d = 2". 0 6 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within T-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 - Cgrete overpog and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied 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: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Lj a� Q= 0 (2 2 r N M z OO O N z g � M Q N E3 M U) z N o 0- u_ r1 ' WQ o o a L� 't�C•+ 0 ILn C E �Ln 2 o U O7 U ?4'} _ �0 m Q �j e N N zLU �� Z W MN�z� w Z a U LU a L # f��"# � I c Z o `H"' LL vO +�V V � •� re'� A 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 seat. r,_ o C c"> 09 . Zd J cd E o E m� ? go0 U XCIL �¢ as O� N L wo ¢ wz C:< - aC:i o O L U 'm W� ro 0 o& Z '<W N aNi 2_ F S LL Zz 50 a CZ �0 Mjo CID ma 7F Y° a V za °3 c 0 0 �L1 W � >_ 'r✓ � 0. 0 U) 0 co Y = ° v CN ~ W r so � ' r LO T C:) 00 T O o Z co c E p (n E o a1 U 0 co c n. ¢ p � JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. SN I J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '_0"(TYP.)6'-0" + + 6'-0° /*\ ++ +++ + + + + ++++ + + +++ + + + + + + + + + + + + + + +Y+� + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + co + + + + + + + + + + + + ++ +++ ++++++++ Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7!8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° t ° FILL CELL STD. 900 HOOK BOND BEAM w STD- 90° CONT. #5 CONT. > I HOOK BAR SIMPSC wl (22) ` NAILS 1 " #5 CONT. 5/8" D THRU BOLT FROM NDATION TOUHIG EST �� BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" max 2" min. }Small gap „ - � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 118" gap between top of filler blocking and bottom of top flange. i 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. I g required when indicated or 4" max. 2x_: 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 LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange ofuthcutst. Birdsmouth cuts. N.T.S. - Under 2nd floor cola rmn w/ Inane N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high lor=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 0.5'-0" ¢ - STUB -OUT FOR 1'-0" 0 9 GAS METER O o � U O � fV o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12' OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) I Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking l Isa T' (1 nd) naila at 6" n r.- Q '/ Provide adequate bearing for each lapped joist. 10d nails SECTION a@ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges CD ME t0--�--❑ ❑ to 6" A %" ROUND HOLE MAY 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" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* ---� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 8 V-0" 1'-1" l'-2" 1'-2" V-3" 1'-3" 1'-7" V-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (it) 16 V-0" 1'-l" l'-2" V-7" 2-5" 3-2" 3'-10" 4` 9" 5'-7" 6'-4- 7'-2" w 20 V-0" V-1" l'-2" ��-2" " 2'-0" 3'-0" 4'-0"4'10" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" V-1" l'-2" " 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4' 9' 6" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000se BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl (22) - NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC: SLEEVE THRU STEM WALL Backer block (12" wide min,) L4M— I�l j ITl I _� Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' ' a SEE PLAN FOR °• .. • a . • FOUNDATION INFO a ° ° STEM FOUNDATION y rGRADE nrnir nrr n, n•, \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0requirements 0.6 X Joist o `depth I -JOISTS BUCKETS N.T.S. MA, �nHot 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ' ° (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° a • 4. .. o • I I—III=11111-11 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION a ° ..4 \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Q v' 4 ° 4G .� a I a ° I a SEE FND. PLN. SIZE & REINF. Liu (a1 M �pp Z N O 0 o (D z J � O - M co U) z N Q) 4-' "' `V W o o a •O — ,, to g �N93 wr o U CO E U MINW o'..... = OWL U o • a ® 0 ¢ 0 �m � N o o w 2 Z W 8 M m Z � r� o .8 W w LY •;,�, ttr tjt a LU ,./A `g Eon ��• •s "' 7. • • ��. v'•v, `e�A, p OFESa� f�'7BAptl�rtltti'e�ittt,R 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, r w M o z J E � Q 8 tz �� z® od Up CU C X U a < a U O < N <o ao wZ 9 m� (d U O Z LL ''< v ¢ ° w 1 z Cn 2 oM 5° az Lo w ao 3- �- =3 �O Z F W Y � 0 }a zI< 3 0 O T > ^L1 W I`J > ■ _ L a) 0 O C) co /I1 m � � 3 T— M 0) T_ �r/� Li / �-- r 00 M N :3 O uJ o Z Z E Q E; JOB NO : 19-5896 SCALE : AS NOTED SHEET NO. SN 1 1�- I'YF_.L.n a oil Li ni _P1. a.�� , L1 I i Iqj—!'. c.-oSn _ I _ _ �o s�• _ _ FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH ``' PITCH > 4:12 p ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT _1=I I (- I m ° D D' I I=I I -I 11= E FOR ROOF PITCH 4:12 OR LESS. I-1 I I I I I ' I=1 11=1 11=1 I �I D • I I=1 I —I I �I I l �' PRE ENGINEERED WOOD ' �I l l I II I I I I=1 ° - - TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH I IRE I I I I> TRUSS (SEE UPLIFT SCHED.) W/ g I I I =1 [ 11=1 I I I —I I I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIESOIL FOR ADDITIONAL SLAB `S3 INFORMATION. 5/8" ORI 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1 A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE Z 00 Jill D OP 6 MIL VAPOR_ BARRIEREl 4 D III N 1 D :' • 1 '- COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 1'4' (1 STORY) STD. 90 HOOK (SEE U.N.O. 411 V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 51z" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-r 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 11 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 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" 0/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS, PROVIDE (1) SIMPSON SP1 wl TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TID WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANINSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ 10 10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ ( ) IF NOTED, THIS REFERS T( ) 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 31/2"MIWWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0'-31/2" h z P. A.F.F. p _ N —III=1II_a °1/2"(min.)- 4" 11-I I hI I I= 31/2(min D DCD 31/2"(min)-�- '-1 111=1 I I—� I —III I I1—� Ir '''—II I,-,,.11l� I I (2) #5 CONT. 4" 1'4' I � I8" U.N.O. MIN. TYPICAL BEARING WALL STEP N SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ooN 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M Joo s coN� J INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD °O ! I _ =1 _I, I I I �L— 11=1 I III I I '' (2) #5 CONT. � 4 I"I z II"TI' --I I U.N.O. MIN. � TYPICAL BEARING WALL @ STEP rCC (6)1!4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE .D • p p • ° z FINISH GRADE °� - GRADE 40 MIN. F - 40ksi #3 & #4 LAP SPLICE Y- [GRADE 60 MIN. Fy- 60ksi] z M — p D 25" MIN. LAP [30" MIN. LAP] ° IT— .AL ° —111=I —11 ° 6 °� `J D _ _ _ O° 6 MIL VAPOR BARRIER =1� I I D ° I (= I I III LL= . °[-1 11 I I1=1 I I=T=I I I=, #5 REINFORCING BAR R 1 7/8" I=III=III—III=III=111=1 ; N z T SCALE:3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D Lu U n. a —I I —III —III _ g I I —I � I —I � I I I—� D• w '—III,; III „IIfT I;,° I—III-rl I II �� r #5 LAP SPLICE —I (2) #5 CONT,— COMP. SOIL. (COMPACTED TO -1 I I=1 1=1 11=1 1=1 1=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 1=1 1-1 D155MODIFIED PROCTOR ASTMIlII1=III I I_h1=1 I= 1! 1 1——III—III III=�—' 111 III=III—III=III=III=III=111=III=III=III=111=111=III=III=1' 4" V-4" =1-1 L=1 I Iil I„I„I FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH ° ° Z' GRADE 00 17_ .° � —111 I� _ - (1) #5 REBAR w/ OPT. =1I 1=1I 1=1I 1= = I1=1I1= I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14' O.H.D. RECESS 13" z O.H.D. RECESS CV ' •` ITi=1I I- �I 'r=co `_ d.. ••� •• "y • I -� t -II11 1��1 I Il •d •I •. •• ' 11 I 1 e 4" I• 00 e.• b IIi�1 I ILIIIIIl11 . 14 �• IIIIIIF III I ��.' �.. I III SEE A/S3 OR J/S6 �l I II I I III I I I I II I II I I= FOR REINF. INFO. 3" MIN. CLEARANCE V 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R J/S6- I I!I I I I I1 ,I I I111 , I I. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALANT a INTERIOR ° a a -31 /2" � d v �iT CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as r a co c E c _ co 6 MIL VAPOR BARRIER - I I I I �� I —III— = I =1 I I=1 I —I i =1 I=1 1=1 I- _,111, 111,,,111,„III,; 111- 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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_ 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r M A . . �. . 'I'lIIlIllllllIr o ON 3" CHAIRS 81, 1'-4" 8" 36" MIN. LAP [36" MIN. LAP] (TYP.) 10" #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"=1'-0" �S3� VARIES 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 `IN A SEE PLAN FOR . TOP OF BEAM & LAYOUT DESIGN M - SEE ROOF PLAN c _ - _ - a .Q : c-Tr `Tz (2) HTS20 FOR STRUCTURAL r .E ., I, ; ,�1-1� 1 . 1 BEAM SIZE & r I °' '. a CONNECTION INFO M - 1 2x4 #2 SYP P.T. FRAMING w/ _ I . • ICI- =III II I DTI I I' MIN 7/16 O.S.B. SHEATHING , , ,� SEE A/S3/J/S6 h-' " � �� 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE Cr a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J oUj w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALLA ND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 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 c i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ? GRAD a JI ) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) C�LU = =1 =1 I (=I �- WWF OR FIBERMESH M Z LU 2:—III—I—I 1—III—I_I I W BRICK PAVERS or SLAB PER O w cw p o = =III= • �' • °• - - - - z a - - - °- /- COMMUNITY SPECS " I; - - - -= I 0-0 FIN. FLR. vv ° •4. SEE FOUNDATION CONC. PAD INFO. TAPERED COLUMN FRAMINGrG12 SCALE: 3/4"= 1'-0" FOOTING III III—III—III—III—III=1 I 1=1 I- I I=11 1=1 1=1 1—I I I I -1 11,.1 I —' BEYOND PAD REINFORCEMENT -III-III-1 1 1-"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 M �Z z Q IR g Q M d N M V) z o G/i Y (10 W o U OLLJ ` `° V) c E o � � U 44 m ` E oil1.,_I 0 ; I.... U o U) <:v o o 0 QQ M 0 Z ;JWOG) w w ICAsMwz� w ..a AN Cm, aQ o �4 O C CCU ��e o It��ak\ 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. r� C Cl) o w Z E zo » z® E o 03 - �= �a � S 0< O E N CD ap wo Q aZ MW L lu o Y m 2 O Z , J ¢ 0 �z z z fq L 3 0 go d W U 11 o LL aW �w �k S w� >° o O a A 8�i = O 0 ^L1 W > .> O O .-. °vi O co 1..�.. o m C T I• ^fo fJ T �..� '„11 / 07 _ rn 04 - T T ui m w co N O N o z E M � cc FL U .� Q 0 C JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. S3 l (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN I1/2" 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 1/2" 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 2 1/4" 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 0 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER F--. + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d 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 k DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1ST 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 B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 518" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a a d a a a d 8 STD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. g SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J r r `J O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ..., GARAGE FLOOR TRAVEL DIRECTION OF ..;..: GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. d 8 a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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. SFF �N�L 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 FULL 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 ;ARAGE OOR vvvn i nn�,n 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 STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) 1 (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"x10" OR Irl GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR FA { SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIM SON SP2 w/ (12)10d NAILS 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)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END a. YJ 2x TOP PLATE V2-16d 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 FEQUAL @ 12" O.C. FROM BOT. SEE A/S3 FOR,STAGGERED PLATE TO CONCRETE REINF. INFO. 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 • AB, SPLICE STAGGERED G' 10d @ 8" O/C O�ST,a. • ' . ATTACH ALL EXTERIOR STUDS W/ ��16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLiC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+A F= 2240 LBS J�+ SIMPSON C SIMPSON SP4 SP2 2X P.T. PLATE SIMPSON SP4 —t a N-NAILED INTO • TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON /- RECESS SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE a � t 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 Q /a d 2X8 P.T, BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN, (2) PER BOTTOM PLATE) E BEARING WOOD FRAME WALL ,J 4 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) o ° • DTT2Z wl (8)1l4" x 1 1/2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2"SDS (3285# SPF) _ HDU5-SDS2.5 w/ (14)114" x 21/2"SDS (4065#SPF) __-- • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665#SPF) • HDU11-SDS2.5 wl (30)1l4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING 0 C id TOE NAILS !LOCKING VALL ABOVE tY BLOCK W/(1) ;ONT. & ED 0" J-BOLTS O.C. ivin.jJNRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES 0 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) LSHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. 0 n� 0 Z N co o z J M n M to z a � � o 1l T [h Y fCs W o t` 'a'C• o ¢ 0,0 — L, (n E cn 02 T( r _O �J U m w 2 E wig0 8 _> = 4;d U o o I N N o�i Z M §Nazi w z Z '� LLs i' ? pe"k' w a'` e... " W Lil q�� Z - o LL_Lxu d . 41 oaf 0• J `moo f s o J � �a �--, If" r1l . Ff f l.d t� 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 Engineer's signature and seal, o w z M J Q E of o� � E Ou CO 1_C a0 X Z® ❑ a 00 D O E N N &¢ a i Go ¢ o, a z L (Q CZ C o Y J} m o Z , U3 J 3 m Z uwi o � O 3 � w �2 U a N W =K °ice z =3 F WO J o O O 0� . a= o� CD0 E2 > cj- L > > •L O . O O �-. CD QC co 6 -� N I— W M o � 3 r 73 C))co • — CD f Ln m r T o 2 Cif 0o00 T a; CD � C) M CV iri n o Z cc Z r E O N E CU m a m 0 _j Q o CD JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. S4 ,. I' 911 •, f � I 'I I lil II'1 I I i" I � 1..'I _ r .. �: _ ,", B I [ _ I 1 s 0 0 to 00 rO 1 rn a ,o 0 0 J co 0LID I SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL ZVI' OUTLOOKERZ SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORDOR SHEATHING DETAIL BLOCKING F FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWSOF 45' ± r24"AX. TOP CORD BLOCKING 45°±TRUSSES 2X4 CONT"L" BRACE @ SON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Old 3" EDGES OF 2x4 CRO BRACE �� 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 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 @ 8'-0" O/C. EXTEND AT LEAST 90°10 OF MAX. & (2)1 Od 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 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •' BLOCKING — ATTACHED W/ 1 Od 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 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED O.C. "T" ma INTO 2"x6" P.T. PLATE 17 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" EDGES AND 12" Q.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL � "J" NOTCH "L" BRACE HERE MOISTURE BARRIER\\\ 5/8" x 10" BOLT @ 48" O.C. - -� WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 64" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR T f SEE STRUCTURAL X-BRACING, AND TOP r x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° 00 °° SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF ti 10d & (2)10d TOE BOTT. CHARD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA, TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148, L = 3") OR EQUAL (D = 0.207", L = 41/2' OR EQUAL (D = 0,207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA, END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4 PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d NAILS r-2x4 OUTLOOKER @ 24" O/C 77TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" - BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 10d 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD SIMPSON H1OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER --- (2) 16d NAILS 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 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r112" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 14d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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/ 1Odx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. NON -LOAD BEARI�CG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T,S. SCALE: N.T.S. S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) j 1 Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ° 4 a a.. ° tld yln I ° ° a°.. I° da^ k-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 14'x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. SCALE: 3/4"=1'-0" FOR WIND SPEED SPECIFICATK TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z w a 5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.0 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 J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � I�INI ■I NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS al /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) `-COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ory 7v N O COa z o _l M I�. N M U) z ^cn' o u- a) 1W r c13 w � ® a U L„C) N E �N � ws v °° m o g g ¢°� ®® em Zoe o w z 9Zo I a a w W Q � IU 9" W a Uj .96cz Z Q o ILL ' o F L L R Lc2L5 i�it v To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O W z o Q E E 8 =a oo >m a� z® I a '6 x U O V O _ d N 9� a F z ¢o O a Z ire v L U) 2 OY U �'m m O O LL 2 CIDQJ J I� Qw zZ r 0 50 a LL CO ' w �m 0O � s< Z Q o, V C O 0 •y > d' ^L W ' > = O. c 0 U ^C, � W 0) r '�' 0 a •- o r L0 (7) T0) 00 IN r r00 0 M INo � CD j r z Z 63 E E (� C a 'a 16 N JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. S5 �INIwN�lwu.auuulusaa�lt•a nrrrrrr•arrr�ar_r. nuaiw wilmM�1� tNx15 cur.IL.I-LLi.__LA a�WwW..,+r.ry�uu ■ CD 0 0 rn cD u7 I C 0 0 0 00 L0 C v v x an C 3 C a rn 0 cC. C O E O 2 v c J L� 0 U v v y 0 a 0 0 U J r7 0; om t 0 a 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN, 1x4 #5 REBAR (TYP,) ' ED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2Xg LlX8 (TYP,) ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2' EDGE DIST. ATTACH `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL FILL SOLID STD. 90^ 90° HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM TO PRODUCT DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. 7 x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH — J TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. FURRING FURRIN +2 NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 /411 DETAIL +5� NOTCH WEB AT THE ' FIRST 2 COURSES ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1!4" x 31/4" TAPCON 1 1/4"MIN. ( A-A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4 MAX 8" " .+ SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS • 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS '' BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 17. * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/. 7BKG INSIDE TO ALLOW FOR INSULATION r 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 HN O.S.B. FORPOLYIN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. � �BACKSIDE SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERRAN ` TO FIT ARCH (4)NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL , . .. °, :. CONNECT W/ 8d NAILS BRACE/BLKG. . N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%2' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL i 4 MAX. RAD. (CENTERED) w/ USE (1) SIMPSON 1/2" HD TITENMIN. k0 �FRy,�N TO TRUSS TOP CHORD 4" EMBEDMENT AT 16" 0 C + SOT 1�� r -O 5 -011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING N JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° . .. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO 1/4" MAX ) Z-0„ 8" PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° D #5 BAR . ` D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + + p p ° 10 a p ° . CENTERED W/ 9 H BLKG. & BUCK 2X6 TO 2X4 (10) 2X4 SYP ' ° °D IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS _ KNOCKOUT/ c� D a CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '� ' — p MONO FOOTING ' PROVIDE 2 x 8 DIAG. BRACE B (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA, SIDE 12d NAILS SEE LINTEL ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY---/ SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN, OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C.%EENTER SO IT DIRT 716 Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL Nr ° STANDARD o ° . , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 9� HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") J BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. '° '` V o " '° o o '° ` n'' '" ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON2"NAILHTT4 x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS TO STUDS & O - U S & (1) 518" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET' zO IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 11' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , p' o LU A REINFORCING AS FOLLOWS: SEALANT =III; U ¢ PLACE LOWER HALF OF MORTAR IN BED INT. DO NOT FURROW. M JOINT. 0 FU RO v e — -- — — — F p III —III �I—II �1TT H PRESS PANEL REINFORCING INTO PLACE. d 1 ° —I I v Z #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ P EXISTING FOOTING 2 #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - REINFORCING PANEL — e — ¢ _ LO FILLED C L E L SMOOTH. DO NO FURROW. . III II , ' : _ = 1- 11 \ N DRILL 3/4"x5" MIN. HOLE P MORTAR - F LACE FULL MOR A E FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT 0 QU G FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP — I- GRADE o. p — I r- \ \ \ \ SET BAR IN EPDXY v, G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CV Cl) REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. _z r o \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN, COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3!4 -1-0 SCALE: 3/4„= 1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S, INSTALLATION OF GLASS BLOCK. VJLJI 0 0 M z N o — 0-0 o Z z ° WQ) O ` n V LL 4 Y c6 rij 0 n V � a 0 N 0:! E Ln w N o U m m w � O 8 I UI S U o • `C 0 m N � z { d d z w/ � Cn - p; W LU z d ELL. W a i G'> ® a �°f rare' � t, � t I � t �� •� 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 Engineer's signature and seal. ti w M o 5- � U_ Q E O zo oo >m <k Z® 0o Im ° Cl O E oa � � ¢o o- aZ N 0 QZ W mO (n C - zZ oY �m Zz >Z CO p� gZ Rz Now IN a U wLL ao a� �� ?� r o < w . 0 >° aF IIIIIIIIII� O _¢ °3: c O 0 L i > O O ,-_%� O Q co U CN o V m N �- 0*) r c�a .� o T (D ai 00 N � r T ui C) M N o M Cj O i6 Z z m E O w E o a m `m IL U _j Q p 0) i JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. SS J s 0 CD -=r co 0 rn a v z 0 0 J 00 LO I tr a0i -v x c Y Q QS i E 0 a c N r Ir v U i O 0- 0 0 U J 0 ti N t2 1 ao 0 0 d N N 0 w r� CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS& PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'" O.C. 2X4 BLOCKING -0 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -- —WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN, BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;7A TRUSS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN 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 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 (2) SIMPSON HETA20 w/ (8) 10d ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 ASSES HIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. G.T (2) 12D NAILS AT 12" Q.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PAN FOR COLUMN SIZI & ADDITIONAL INFI TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL r4 SCALE:NTS ;IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PAN FOR MOI vFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATD ON SC EDULE/PLAN M O PT I O N S CONNECTION INFO — SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT —� SCALE: 3/4"=1'-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A F A SEE PLAN FOR SEE PAN FOR CANTILEVER IF INDICATED o, °o. SEE FOUNDATION PAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE:NTS L.SEE PLAN FOR CANT. 7/16" OSB FLITCH PATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C �-. BM. SPLICE OVER CL� CENTER OF POST L� BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL AT VALLEY TRUSS NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 4�0 O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 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 (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS PF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD :MIN. LATE MORE INFO. TRUSLOW TRUSS ROOF/WALL ) STUDSCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x 114 (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. :: f-_ \ STUD TYP, T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA16 w/ (9)10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSSFLOORING ROOF SYSTEMTOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEMFLOOR GIRDER SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ii °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 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. �� SECTION FLOOR FOR CONNECTION 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION r22"'�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS -M C P N O z Co o z d N a o C1 (D LL ter/ J LU Y OLUw. V-0, V) o C.3 C° w c °- T s C) O N ¢ 'T 0 N �O o� 49 N S-`6�o w z 4nZ LU �M��o a A LL o oiw w EdLU W If '24 C 4�•� 0 n 1. rt" ea •C 1 . ® ;_1 fir, �6fffff ' .1� QR O F E.S�'' ��\1 o CG'6dfllI`r10 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. co c w M z¢ o� z z a u E zo O >m zk < N O_ E fL6 W Xo Zm 0 O 0 o E N Ig o< ao ¢z wo &Z ww t� r4 ^ = z U hm m p Z u>'t N 3 0� QW ¢o U L Q � U�¢ �� o a mw oz O aY �0 a NJ co .5 0 S 0 O >� L. I`J > CD■N�_ O LL Cn CD Q -� N Al m T It(D (30 o 2 0) 0 "1 i T r O ai r(aa c') CV O N n o Z Z E m c a 0 _j Q o � JOB NO: 19-5896 SCALE : AS NOTED SHEET NO. D1 ^' ^ "') WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) 1 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r tenor niv�a r�.r�.�nriv�a SELF -ADHERED FLASHING DECK JOIST NOT USED 1b WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 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) SELF -ADHERED FLASHING E AM Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF C©7 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP �a CONTINUOUS BACKER - ROD & SEALANT RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1� SELF -ADHERED FLASHING PATCH IHERED FLASHING 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 �tDRIP � THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING me a SOFFIT/CANTILEVER RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB I' BOND BREAK WRB , ,--SF LATH II ER STOP A NUOUS BACKER ROD LANT VTITIOUS 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 as G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all t� J 0 CO (D z N o z (D d N C7 w ^' o C1 W (D u- 4- r </7 W w N t/N U m r0° w - m E wig= O � o N N Z LU t w Z W M��Zo a IF � � 2 8 a CC LU _ N Z 4LU fir) Wa,o 0 C Z y M E - P_? d - LL W 4 N¢"- �a Q O0 ❑❑ O CV M 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. Engineer's signature and seal is only for the structural engmeenng portions of the drawing pages bearing Engineer's signature and seal. Mw ¢ W cll) o z Q E E° QW� � Za CU 0 H @ x� o< 00 OO o� O fu N i <z .0 �z 0 fa CJ3 C 3o z ¢ U nM O o W Z J 0m �m N 3 F$ p a zz d 0 �Z U <� a o oLL �3 <_ too� �h F� zl¢ ao o- U `'� c O 0 ^L1 W 'L �> � O O Q ca Y U oco \V{% O t-- co . _ L 0 � CD r00 O a; M Q o z E Q 2 ip a U _ Q cc 0 � JOB NO : 19-5896 SCALE : AS NOTED SHEET NO. W P Q� IM cU O O E W March 20, 2018 C O CU O � L- > 0 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes . _ -0 0 L L" To Whom It May Concern: � � Z Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that .� V ) joist hangers shall be tested per ASTM D7147 Tasting and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the followmg: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average lead at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials; such as steel strength, fastener strength and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties: ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 [-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 1-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 wflen it will be re-evaluated by Simpson Strong -Tie. Please visit www.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099: Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwvfBDW Engineer, Southeast U.S. Branch Pagel of 1 8impaoo Strong -Tie Comparry Inc. 2221Country Lana McKinney,: TX.75009 Phone: 972542.0326 Fax972.542,4139 www.otrona9e.com E - + O L� O � U O L V U m 0- O cw Q W z J z J d a SHEET N0. PA 1.0 �;,.. ' �`,�a4 n:'F7�`'#� i-S`- 'Y`•$. .+�j,� � A3 v .�.--�- .�.s'•'t �-,y - -.'tk�.. Si ate-. 'per �- ak � a. Ago FL17244.1 x-:-. .�: h,y-.. . �- ^„v ,�, aa+� -"��Z• " .>r��^��-,.� .-_ a .. �SiSgr''. ESR-3455 .ate. '- ��5--'e A23 n;. - ram. - c�.S'`- FL10446.2 - ` : �s' S�n 'cam ESR-2608 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10858.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU28 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU810 FL10656.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGA1DKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17660.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 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-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.6 ESR-3455 HTS30 FL10456.28 ESR-2613 HT4VM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL1D456.18 ESR-2613 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 9&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 Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pgg1.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.g +87.D/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL2pggl.g +g7.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +87.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67,0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/E7.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-4D.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WO (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors 4V8 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. 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 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.D/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, 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 FL7849.18 - FL7649.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL116512 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steal Storm Panels FL15D76.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17669.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structure) Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA D. MATERIAL Cast -Crate Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the following p p p t p information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE -6-0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I des 21vzo18 Flonda Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Page 3of 8 12/11/2018 Florida t of Business & Professional Regulation DepdartRan eg Bulking Codes and Standards Product Approval Application Detail pigs 1 oil S/m+8 Florida Depafinent Of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall patte i d, , 62o1e �s > O L Q O � �y M f�1 }+ �,/� U �e � ICo (.� O O � � O O L �R V O := s}� ♦ n Co O u/ E �t� VJ L „F,e O t}- M e v) (f' �✓ -a--a _ O CL Q 22sh Enter dr. pgtt• 21131 Deis Pendlna Qgtg T Version Manufacturer CoMaet Enalneer&Cleanse Validated ev, Validated S,b,t gf FBCAoonval Anoroved ,fig Revision 2b17 Therms-Tru Corporation RIck VVrignt Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/152017 07/122017 10PIWO17 12/1212017 Approved Category: EMeHw Doors (419)2981740 PE43409 (813)767.6555 Subcategory: Swinging Exterior Door Assemblies rickw(tirwbidgco sutlads. Compfl-. Method: Evaluadon Report from a com Florida Registered Architect or a Ucensed Florida Professional Engineer s...�-••-•+-- ..., .-. F . ,. Du IIfYAaeumnee Anoroved for Us, A proved Pon Uae Im sect Qpd(gD AUA Product Mop el Num bar or Name Praduat Deaedotlan ContractE giration Date In HVHZ Outside HVHZ Real atent, .proseuro 1 a. Thelma-Tru Flber-Classlc and Smooth -Sian Nominal 6&f39;6 &quotNon-Impact" Opaque 12/n12020. No Yes No WA Composite Edge Fiberglass Single Door pnWngrO aWr,g; X configuration) �9,Qp, Entity or [lp(Q pg(¢ Data Pending 9AA Validated Submitted FBC Asarovel ii� Ver=ion Manufacturer Conked Enalneer&Llnnse Validated By 1 Anoroved 2 Revision 2077 Catego-7m Corporation Rick VAight Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12/1312017 12/1312017 12212017 02M3/2018 Approved Cateao7 E:denor Doors (419)2981740 PE43409 (813)767-6655 Subcategory: SMnging Exterior Dow Assemblies r1ckw(bwbldgronsu5mts. Compliance Method: Evaluation Report from a coin Florida Reglatemd Architect or a Licensed Florida Professional Engineer a ;kLit2o461.rki. r . , DuaIiN.A auranca Asarovetl for Use Approved Pon Use Im bealan 9e�e Product Model. Number or Name Product Oeacdotion CoMaet Esointion Deh In HVHZ outside WHZ Resistant Pre nuro I a. Therma-Tru fiber-Clessic and Smooth -Star Nominal 6M9;8 &quW IorNmpact" Opaque f2/31f2o21 No Yes No N/A Composite Edge Fiberglass Single Door pnsving/Odswhg; X configuration) FlU111115221144 � E�Lg lag Do DOM Pending 20 Mills yy� ttradligarm Q9Wstd VNMded By Va�aad $! PJI APB i Revision 2017 Therma•Tru corporation Rick Wright NSUVW Ameditatbn& Ryan J. long, P.E. 12202017 09212017 12222017 Approval cessm. Exterior Doom (419)298-1740 Manparnm Instate (813)707-6555 SubCas grarip SwMping Exterior Door Assemblies ddma-bklBdonauNmd. Compliance Matltotl: Codification Mark or Lbting own EiflEii�Yi9019a�E LIWNIVAnwutes Aaarov.dfw u.. Aoorov.a rortrr Vaeaken raj In,KVHZ Welder KvhZ $estiew SIR 1 a. Bqud;CImW Cmn" and&quotBenchmark by 616 and SN Opaque and Gland Fiberglass Doorwah 12/3120Z1 No Yes me WA Therms-Tru&quo; mitl without Sideaes, Imwing and Cumming FLI1162254MW Se9M E�L� go Do law Pam � iYlM Vata14II it4at� iDgIBlatit� V i! l AO➢E� iI1�M Revision 2017 Therms-Tru Corporation Ride Wright National Aocadaedon& Ryan J. King, P.E_ 12r"i7 Oa21/2017 12M?M17 Approved CaYpory: Exterior Doors (410)298-1740 Management bessae (813)767$555 subCafaaory; Sithri tg Exterior DpwAsaembiles tlda9®Iwbklpoonwdmlla ComplianceMaatad: CadiMcaBon Meta or Listing own FIA5=4H-Produght Aoaaved im tl.. Anuoved rw ur J,ypgg pseaken AW Produat Madal. Number arr Nams, pendant thescritflan Contrast Exceadon DabbLttytQ .ttLftti Isotherm: 5 a. &quotAmootlnShr&quok and 8quobBendlmark by SS land &II Opaque and Glued Fiberglass Door with 12131=1 No Yea No WA Therme•Tru&quot, and withal Satellites, 4urhp and Oubwing 6 . Themiaer7nt Flilasslc and Smod w Nominal 9;0&qu Non-Impn " Opaque 2/312020 No Yes NO N/A Composte Edge Fiberglass Single Dam nxdngWsW ;X configuration)pnsWrig/Ortswig; 6 r. Therma,TruFlber-Classlc and Smooth -Star Nominal SM9;0 &quolNonHmpocl8.quot Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Single Dam X conlIguradon) 9 I.Thera-Tru Fber-C{assic and SmodMSber Nominal SW39;8&quotNarrlmpact" Glazed. 12/312020 No Yes No WA Composite Edge Fiberglass single Door QnsMn910dswin9: X com9wation) 9 I. Thwma-Tm Fber-Classic and Smooth -Star Nominal GW9,8&quotpbon-Impact" Glared 12fJ12021 No Yes No WA Composite Edge Fiberglass Single Dow nxMng/Outswing; X coral um9on 14 n. Therma,Tru Flber-Classic and Smooth -Star Nominal limo &g4otNon-Im act& oC Glazed IMI/2020 No Yes No. Wq P Composite Edge Fiberglass Single Door 14 n ne, M r- a s c a er ...... qua • wa quo ; ere o es Composite Edge Fiberglass Single Door QnswingXxutswlfg;Xtpnfigurntlon) Inswln OUISWi ;Xcaml urati0 Florida Department of Business & Professional Regulation Pepe I m I Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page i of 1 Florida Department of Business & Professional Regulation pap I of I Bulking Codes and Standards IMM18 Building Codes and Standards 116=18 Building Codes and Standards Irermie Building Codes and Standards tangle Product Approval Application Detail Product Approval Application Detsll Product Approval Application Detail Product Approval Application Detail 92,k EmkW 2ek great Dab ramim 2EM Settle Enftor 2W& lek Dab PWKMM i0 22& Enter go hats Dab Preschool Rate Sdals Enter, 20 a& Da PMNSM 20 MUM Version Contact 9-imbe,aLicense SubnLuw FOCAm[mtai Agat91Md it" MUM Ylrsignmmumom Smrsed Validated By Validated Submitted FOC Ammovid AaOmxed IWbat mm VdMa¢ i,,da*Ww aLit� velMweav YSubmillad F13CAm[eflN Approved low MOM V*MM Eagtsae[aLiu Yalmagdgt YaImlOad Submitted FOC Anarroval Aogrssed At" Revision 2017 MI WSrdays and Doors Category: Exterior Doom SubCabpery: Sadng Exterior DoorAssemblia Compliance Method: Evaluation Report from a Florida Registered Archkad or a Licensed FWWo Professional Emgmser Brant SHAW Luis Roberto Lamas Sloven M. Uridr, PE (717) 3653300 PE-62614 (717) 317-84U boUngerQmlwd.can 08/13rd017 0811 W017 0111,11612017 10f102017 Appmved Raislen 2017 MI Windows and Doors Cabegary: Exterior Doom Subcaegory: SFNng EMArlor DowAssembdes Compliance alathed: Evebalbn Report Lem a Florida Registered Architect or a Licensed Florida Prolesslaul Engineer Brent Shaw Luis Robert Loma Steven M. Uflch, PE (717) 388.3300 PE-62514 (717) 317-8464 bsgan"mila'd.can 08/132017 08/112017 08115, 017 10/102017 Approved Revise 2D17 MI NAndows and Dom Cabaory: Exterior Doom Subcategory; SHWng Exterior Dow Assemblies compote Method: EvalteOan Report from a Florida negisbnd Archibald or a Licensed Florida Profe"Wat Engineer Brent SMVw tide Roberto Lomas Sven M. Urieh, PE (717) 53300 52614 (717) 317 aMngertimMvl.00nl 08113/2017 08/112017 0SMr2017 10/10/201? Approved Revision 2017 MI Wmdaas and Does ExteriorDoom317414154 Subcategory: Siding Exterior DoorAseanb0a Compltehta Method: Evaluation Report from a Florida RpiNseed Arddled or a Licensed Florida Professional Engines Beam Sanger Luis Roberto Lomas Steven M. Uridh, PE beltan"mMd.can 08/132017 08/112017 081152017 10/10/P017 Approved F1.0153324114 Products Approved.gt!!es Ab,,&adbeU" larged lift FLEJ53324M ProductsFlJ11a33taA Qualities, Assurance Approved .for Use AngrovedfisrUses WAMU Design Produnle Quaft Assursocam Aooravadfor Use Approved forUa wwo ILNga 2mabLa2Bmm22 Approved .for .use Aaaeveefor Lt" Impact 21" Best Product Model, Number or Name P ft, Cadolds nnmwm Pressure AMA Product Modal. NumberorName Product 1plecriodon Coraned Explest OWA In HVHZ P- Am IDfR1lg Rest Phenomena, lag! PaAeetModNNnuherorNaar InKVM OubWo Z Real p� 3 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131r2018 146-W4&quotac86&*V1; No Year No WA 4 BERES 420 ALUMINUM SGO REINFORCED SERIES 42D ALUMINUM SOD REINFORCED OX, 12/31/2618 XO, XX 116&quoW"aluoq No Yes No WA 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 121312018 145-W48quo17t80&quo1; NON -REINFORCED No Yes No WA 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SOD OX, XO, XX 12131201s 96&quohx8O" NON -REINFORCED No Yet No WA Florida Depart rent of Business & Professional Regulation Peps 1 w I Florida Department of Business & Professional Regulation pap Of I Florida Department of Business & Professional Regulation paw 1 of I Florida Department of Business & Professional Regulation Paw i w I Building Codes and Standards s2p1a Building Codes and Standards 1/wmle Building Codes and Standards 10,2018 Bulking Codes and Standards ,averts Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Applluibn Detail FLMS2794U 999e MUM Version Ma01desf4l@t Eid19Lor Enginut i ldlafles Valdetad By go I21M Dab pm S tm VaaddaW iilbmlMd IFIC A22MXW Ra A,,,,d ANN FIA15279401 R211111 10es Version, IdMYbaLalL EaihLg Contact Ems Validated By lag !ag orb Pending Validated Iilirslieexi 18QAmrs11at Nag Agamml AMR 290 1111112 Version Iffienufactu Bawler context PoatoMt3 Llesdas Veldebtl By lag go Dab Pending fag Validated Submitted VBQ Amrgeal Aag1924d it" l rda lYes Version VAMMetu Enter or contest EnaMsr a Wages Validebd By 21k lag QBN Palm 20A Valki W 4abmlttld FBIC Approval Agerarad AMR Revision 2017 cklpay Bdldng Products Company CMWT. Exterior Door SubCals": Sedkmi F.xderlar Dow Assemblies complNrwe Method: Calf lloa6on Mark or Lis6tg Mark NbalafMld IMeMk Testing Servkas NA, Gary Kohler (513) 7704M Ina (873) 61"We fnwestsrfleld@elepay.cam l lra=17 06/102017 12M541017 Approved Revision 2017 Clopay Building Products Company Cadsgmy: Exterior Doom S1e6C@MVW: Sections]Exledor Door Assemblies Compla¢a Method: Celitl6cedaf Markor Lung Mark WeWrBald intertek Testing Services NA, Gary Pfuehler (513) 770.60W Ina. (513) 51g6688 rriwwesbnlllieldd�Cbpaycerre 1129/2017 0811WM17 IZMW017 Approved Revision 2017 MI ViAndows and Dom Crasecay: Exterior SubCdagoon ceExterior Dom Assemblies Complies cs Method: Evaluation Report Lout a Florida Registered Architect w a Ltoenaad Florida Prolessioned Ergln or Brent Sdafger Luis Roberto Lanes Steven M. Udch, PE bsMnger®mkM.00m 0a/132D17 08/112017 08118=17 10/10=17 Approved Revision 2017 Fltp2al429 ProdubN POT kdusMss EXlerbi l owAsumbaa oub0debos, Method, Cpmparuce Iledhadt CeNMation Male or Lielkg Dun Roark Mlam4Dsde BCCO-CER Mbml-Dade BCCO - VAL dntarit�ppthduafrlea.cem 12=017 1128/2017 1=5/2(117 Approved - CIO OLoft Ag Approved for We Agprovldfor Lee based D@Wm outlets Assonnece Approved far Use AgQJroved.ftf Use based 22NO FL/16332.I14 Products QLWb Ajdamence AponsmillfwUse Agg[mnBllhor beat lveslm alas Product Model. Nunabaror Nan Product Description Contract Exaltation Cob In HVHZ outsideH1a1Z Rest P9lag@ $lSIA Praised Model. Number cr Neme Collision Expiration Dab 11111im OUWOHVH Rest press me for iP9i In tIll1Z 04didift HVKZ Resistant PIlesurs 37 037 W54N PAN-2F151: 84A, 94, 73, 76, 8, 40, 190, 78, 78V, 4RST, 4RSF, BRST, eRSF, 2RST, 48, 42, 55,488, 428, $88. GD5S, 0D5SV, GR6S, GRSSV, ARSE, ARM,, EMS, EDMV Steal Pan (min. 7 9a) Garage er (up to 9'D' wide) 031212028 WINDC.ODE81f171; YV5 Garage Door No Yes; No +30 PSF P3F1-32 63 053 W5.18 PAN•2F153: 44A, 94, 8%76, 1566 GD S. 4R$F, 6RST, BRSF, 48, 42, 55, 488. 428, 66S, ODES, GD5SV, GM. GR6SV, AR5S, ARSSV, EDSS, ED5SV e D to 18'0" 0621/2028 Stan Pan DCOD6 1 4;Double-CarGarage wide) YNNDCODE&e174; NI5 Gareps Door No Yes No +30 PSFL30 pgp $1011 S Produel No". NuNrfw Name SERIES 420 ALUMINUM SGD REINFORCED Prodaet Desedotlon Coetraet Pmintlpn Deb SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2018 143&quobx988,quok Approved for Um Ancraved U.a IQOuladds Rest No Yes No �m gjmgrs WA to (Large mpad) SG65570 a MhNN I vinyl Sliding (Hass Door WM021 Yes Yes Yes WA O Florida Department of Business & Professional Regulation Page 1 02 Florida Department of Business & Professional Regulation Page l of l Building Codes and Standards 12/12/2018 Florida Department of Business & Professional Regulation P.pa i a I Florida Department of Business &Professional Regulation pigs 1 w I m - Building Codes and Standards 11=16 Product Approval Application Detail Building Codes and Standards V6/m+s Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1 It ii Is Sr Entity or Q�g g� Data Pendlna Qglg l FLDf1a374V Lai Version M d faurer Coated Enalneer BLicense Yalldeled By Validated Submitted FBC Approval Anoroved 3taWa 926 Version Revision 2017 ) CURRIES ONislen of AADG, Inc Cdater.Exterior Doom Subcaegoryb : Exrbr Door Components CompNnea 1lathod: CartMo.tlon Mark or Listing EDYbLOL Coed Engineer a.u� Vakabd By Dedic Dave UL LLC Ted Berman, PE (841)494-2844 (3DS) SW4707 dave.dedloona abley.cc In lag no Drib Paaleoa Validded iubmidgell M Approval 1IM02017 10262017 20 ADDroved 120052017 law Approved Revision 2017 PLa17499 i72 pYuducta MI Whom and Doors Cxeq y:'Nlndom Subcategory-. Single Hung Corn puance Method: Certification Mork or Listing ., .. Brent SgOnger American Architectural Steven M. Udeh, PE (717)365.3300 Manufacturers Association (717)317.8454 bsPomgorQmhW.com - :" ., .- --, ., . • .. _ x" Qu,llWA,nc, 121292017 1WIM017 ' ,. '- Approved for Use AwosrdfwU,, 0111=018 Approved _, z , :. - Impat Q3,,lon 9ok I1@a Version Revision 2017 ! Cippay Building Products Company ttsbgpry: Exterior Doob SubCabgary: Sectional Exterior Door AsarrdRa CanWWwa Method: Cep Mark or Listing Eut&t9c Sffitact Enah~&l frame Validated By Mark Westerfield Ifded* Testing services NA, Gary Pftrhler (513)770M2 Inc. (513)5194SB8 mweetevBaN@cbpay-own 20 20 Gag Pending 20 V1mN/d Sibmlftd fficAp➢rsl'd Approved 11r292017 01311012017 12106=7 AMR Approved 2M IYp! Version Revision 2017 Manarlackerser Cbpsy BelkNg Products Company C&I*M: Exterior Doom amb Subcategory: Sectional Exterior Door Asaes ComPlbnae Me#": CwM abm Mark or Listing Enter o: Comeat Enabu &Lbm Validated By Mark NWbrMM Imetsk Teeang Services NA, Gary Kohler (513)7 Ina (513)519.6588 � . 29k no 01110, PWKNM 20 Validagd Submitted }mil Apggoemed 1 i/2a4017 08110=17 12/052017 ANNE Approved � - � F1.511537471aroducts Sea/ P dud Model: Number or Neill Padget Des=2119n CoMraet Explraion Dats. 10.AIM Outsltle HVHZ &-WSW Praseum FIJ1647Y4116 products AMA product ModN.Nun nrwNams ckmuw Assuame E M U n irgatrstEBat Averaged for Use Agwerred for Use lnmvmi 4g4�limZ imam ResMfart psatm Preswrs Beg! Product MUM, Ifteallear W Narne ought, trsaes Product Description Anaevmv sdfwU, Agpedbr Wes hand 1, WPM !?ulalds KVHz Finished !ate P.mwrs EggA QY ft Assurance Product Dreecriallon Ate' .ffiSh! Aowovw for ur IMDM OglaldaKVHZ Realmleaft Mark P- 2 185 SH 52x84 FINFlange Frame1GW Single Hung 10/09/2018 No Yes W t6oh60 1 607. 707, 727, 747, and $47 Single and Pale of Doors Flush. Glazed, and Lowered skip and pas of 12131=5 hallo., mslal doors. Yes Yes Yes WA 85 WS VA-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 488, 4RST, SRST, GDSS, GM, ARSS, ED6S Steel Pan (min. 25 ga.) Single -Car (up to SV wide) 05212028 WINDCODEW 74. NIB Game Door No Yes No +38 PSFA42 PSF 102 1021E-18 PAN-2FI63: 73, 75, 84A, 94, 42, 48, 428, 48B, 4RST, 61W, 01)58, GR56, ARbS, EDW Sfeat Per (min. 25 ga) Double -Car (97 to 167 05/21/1028 wide) VANDCODEW174; VA Garage Door No Ya No +37 PSF/41 PSF O Florida Department of Business & ProfessionalegU a On PaW.1 of 1 Florida Department � Business &Professional Regulation Building Codes and Standards Pape 1 oil 1/52o1e Florida Department Of Business &Professional Regulation Building Codes and Standards Peps i w+ 1=10 Florida DepertrneM Of Business &Professional Regulation Building Codes and Standards Ppa 1 d I 115/m18 Building Codes and Standards Product Approval Application Detail 12nv2018 ^(D�p,� W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Me Cotle Version Martf t.ml En6N or Conrad Enalneer&Llcense Validated By Q6ta, QgQt, Qg(g Validated Submitted FBC Approval A,-,,d Btsats ra r2ausB FL#23§4tUIygg sm MUM Version NIDgg4a1[!S grew" Contact EagWw4License Validated By am tea Dow Pending VElmmw stemN d FWAmrove 21M Agatmsd Awn Cod! 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Udch, PE (7M366.3300 Manufacturers Association (7M317-8454 01212018 01)032018 01/222018 Approved Revision 2017 MI%Vredows and Dose Category: Wirdoem SabCabpory: Fixed Compliann Matlock CWMWd nMe*w Liedng Brent$111ger Amedcen An7mtedUml Steven M-Urli PE (717)9863300 Manufacturers Association (717)317.8454 heMnpeft3lmhvdtxyn 12/312017 12/3'12017 0IM4/2018 Approved Revision 2017 POT lndusgW Cabeory: yWndom Subcategory: Faced ComplWhn MWwd: CemPmdat Mark or Lsting Dan Ruark MIemi Dada BCCO,-CER MbmbDede BCCO-VAL (941)486-0100 (780315-2W druark@pgtlnduetries.com 1220/2017 12108=17 1212=17 Approved Revision 2017 PGT Industries Category: Windows BubCWpary: Single Hung Method: Ceftlacetkfn Male w Complawe Listing Dan Ruark MIamFDale ECCO-CER Mimi -Dods BCCO-VAL (941)486-0100 (786)315.2590 druarlo®pgtlndugblee.can 122012017 IZOO 017 12M5Q017 Approved F1316351Jt5 products Subcategory: Horizontal Slider Compliance Method: Cermicmion Merkor Usting bsfilingerignihMI.com Asaursnce .-. 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SmM E tltys[ no 29k MOa CmIBm tat@ 2291 Eft or Isla no lag rG` mm VmWB Revislell 2017 Thera-Tru Corporation Catsew Exterior Doom 8u6CWgorY: SwI gmg Exterior DowAa�Pes Compliance Method. Evaluation ReWfrom a Fbtltla Registered Amhftd or a Licensed Florida Pfobssbnal Englaar SdiMKI EOgbtlLiLk- Rick Wight Lyndon F. Schmidt, P.E. Ryan J. Xbg, P.E. (419) 2918-7740 PE43409 (813) 767-SM ddav®rwbl�wrsuaanb. own iugfilmd IN Approval 10(IaWi7 10/182017 10faM17 Amrsxad 121I 2017 idles Approved MUM VMaIgB RsvlMon 2017 Manuflecteem MI Windows and Doors Category: 41Mdowa SubCaego y: Mullion Compliance Method: Evaluation Report Lem a Florida R09WW d Architect or a Licensed Fbtda Pm asbnal Engineer EnWrmK a u� Valkbbd N Brent Slinger Luis R Lana, PE Steven M. Uri* PE (717) 366-M PE-62514 (717) 317.4464 badlrgef�mlwd.cem Valldshel Submitted FRO AmmlMl 101232017 10/162017 10282017 AggmMt 12/12/2017 igaM Approved I1rsa V-1- Revision 2017 FLa2814R/1 Produrb )danufac IQ[ PGT ftduedda S aMuaans Canpgaba Method: Cerlgcetkn Mark or Lasing Emlessera Validated By Doan Rua* MWm4)ado BCCO- CER MlemHDade, BCCO - VAL (941) druarkOpganduabimcom (78B) 315.2a0 Validated BobA9... d IZV52017 11/152017 IZ99/m17 id9M Approved mm Revislon 2017 James Flardle Building Produeda pia Category: Penh Wane BuhCebepory: Siding Canpfien' Mdhod: Evaluation Reportfrom a Florida Repk4ened Architect or a Lbsfteert Florida Probsekmel Engineer carried imhnw a.Lissome V&Hdd d h Pinwtreng Zhu Ronald 1. Ottawa John Southard, P.E. pbv 349-2877 PEd4121 (352) 387-Y528 Plrlgelherhgsdiu@lafrshar dle.com Validated Subardilied FW Ate' Age 08282017 08/092017 0ard=17 101102017 Ames Approved ghat Produpt Modal. 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Pingehereg Zhu Ronald I.Ogawe John Soutlard, P.E. 08252017 081092017 08282017 101102017 Approved Gbgory: PNel Was (909) 30.dW PE-24121 (352J 3674526 SuhCatpory; Sldlg phgstang.ahu@jurueshw Compliance Iblhod: Evaluation Report from a dteoan Pis �Repil Engineer fled or a Lkenwd Floridarofessio � r4Lill1AMMM I� Dawson Heat Product Merest. Noiseless or Nam EtmkrdlZNadotlon ialR4K oubima.EJltiii Resistant PLesurs 2 Haroidbf9 isfolonk Lap SAber-arrant lap ailing 121312020 Yes Yes NIA WA Salk Enft or geld 120 221a Maas, Version tea n csdest Eka &� Validated By ValidatedH �rsl MC Aparsaad am& Revision 2017 N Windows and Doors Brant Saleger Luis R Loma, PE Steven M. Urich, PE 1023/2017 10/ismil, 1026=17 12/1202017 Approved Category: vundows (717) 365-3300 PE-62514Category. aubCabgory: MUM" �y,g„ glinwa com (717) 3173154 1%omPdallce Mehod: Evaluation Report lrarf a bee or Licensed Florida _ __ pr1• 'v AmrevadforUse a !� Ike Ikea ProdctModaLNanbwaNara PJ3Dissolution Contract Expifflucal DWA llttRitii larseaun 2 5754 Verbal Aluminum Mullion 121312018 No Ya Yes NIA FL$rs14t11 2zk F•enN or 21k 20 !ate Ra Validated By Ved submitted Aaars2ad to& Maas Mission nukctu>< Cs➢LOt Eastman &Lkages l Re1uW1 2017 PGT Industries Dean Ruark Mimi -Dads SCCO -CER Mismi-Dade BCCO - VAL 12105/2017 11H62017 12I09I2017 Approved Bub ryn u1M�ba d�livark®pgtl cl p8be.com (/99) 315-2590 CornpNacs Maticd: Certification Mark a L'atlng Flt251471t Products Ao,vare ! M U— 9+aB6l.AesglaDfQ &awIIlr>d�LiMs. 11aauY � Hest PraaclMpdaZ—ahoraNua k1Dltli i t11MY ! 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NaenwaNanr Product Description In outsideReef lacers i Cemplank Lap Slang fprencement hp siding 12/312020 Ya yes WA WA Florida DepaAmerst of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Page+ a t Florida Department of Business & Professional Regulation Page I a I Florida Department of Business & Professional Regulation Pyp t a 1 Building Codes and Standards 115mIs Building Codes and Standards 115=18 Building Codes and Standards 1/mis Building Codes and Standards erJo,e Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall "31$2445 Pl$15272412 FLM6272442 220 army light 20t Dab s Oft COO Eem or 21k 21ft DMRPWKHM Dole —ClIft Entails or g!k 22e111 Dab pewm gel Code Endow gal Ra ate leanahh gal mm V" Mukto= conted ErAdJ aV.RddwQa Validated Hggisifld iEAWroal ADMWM ama mast ve2im 111—doctlo[ Ems&t.icionse ValdatedIN Vatl>hriod HIS FBCAmrses1 Amrsad ALila Mane Version M.M&cbm caovrd EmfaescaLk— IndBlL Yard Submitted FW/ommrN Acoraved AI" mm Version Mamltactursr SaDdt EnpMawaLkersa HUbmmld iWPoarmral Aalorgycl Hasa Revision 2017 James Hardle BulMbg Produce, no, Category: Panel Welts 8uhCabgary; Sldklg Pingshsng Zhu Ronald 1. Doom John Southard, P.E. (909) 34%-2827 PE-24121 (352) 367.2526 Prosheng•xtultalameshar 082512017 081002017 082812017 101102017 Approved Revblen 2017 Abkle Category: Paal Walls SunCatpory: SOM Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. Kkp, P.E. (390) 922-2989 PE43409 (813) 7878555 nlhomp mclabMe.com 101042017 10A)31M17 10111IM017 12/12=7 Approved Review 2017 Alsks Category: Panel Web Subcategory: Sofia Nkk Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. (330) 922.2389 PE43409 (813) 787-0565 nthompwn�ebkb.cem 1013 M17 1010=17 1011112017 12/i22017 Approved Review 2017 GAF Callegroyn Roofing eu bCdoemy: Asphalt Shhglas Mkt" Stleh Robert Morrow John W. Knec.4 h, PE raWh®gatcan 09272017 09/2=i7 0928=17 121122DIT Approved compliance Method: Evaluation Report from a Florida Roghbred ArddbM or a Licensed Florida Prohalonal Engineer dle.com Coreptlerrce Method: Evaluation Report from e Florida Registered Architect or a Land Florida Pr b slofel Engineer Compliance Mourexic Evaluationsport firm e Florida Regbbbd Arched or a Licensed Flcride Pmor"e nai Engineer Compliance MOmcL Evokarkin Report from a Florida Regbterod Architect or a Licensed Florida P.%..Io W Engmser FL5131f ,811Produab 9md.LANMMM Anoroved for Use Afeemadfauas Imem eooken Plt1FUK62rbM gowkhmwzm Approved for Use Approved for I#" [mead Design Produces, OLMdR, pr5af3 Aafwovsdtouse AoorevW fa the 94taILLAeaanpr5s Appealed for use Approved bar aa Jggkryl ggLtloa f13a.a Product Marts. Number a Name Product In XVNi disWa HVNZ go Pressure mat Product Model, Number or Neese Pam„Domcdoson CartraaEmtrWon DeMe In HYM outdo HVHZ ResistantgNNsg@ &IR—S Product Modal. Number or Nut Pmciid0wriodo Consul excimun Dale In ouWtle HiMZ Rselebm ir� Numbaa or use* Product Doeerbitln Cooked Emlraaon Oda In NVIQ Outside HVHZ RoishotaM Praarrn 2 HetllePlenk Lap Skllrg fbw-0umant lap skiing 12/312020 Yes Yes WA WA 1 a. &Wok2T&quok Soft Vent orSold Vhryl Sofifi 12/312020 NO Yes NO WA 2 b. &gUOVUsnce T4&quct Sofifi Vent a Sold Vinyl Bong t2t312020 No Yes No WA 1 GAF Asphat Roof Shingles Fiberglass reinforced 348b, Laminated, 546 and lo2012018 hlpmp asphalt ahkvn No Yes WA WA Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Page l a l Florida Department of Business & Professional Regulation P.ga I a i Florida Department of Business & Professional Regulation Ppa 1 a 1 Building Codes and Standards 11=18 Building Codes and Standards 1/61201e Building Codes and Standards 1152018 Building Codes and Standards vumla Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Eudiginm 290 Must vemian E"ft Contact Ergd w a L.icehae Validated M 21M 291 Validated Rubmakd t 201 no AmrmLed HOltLa ! 20111 IYae Version CIS saw of E &U� Validated By !im go V@Nd@W Htf>lmldLd Oft Ponclime 28t FOC As mrsl Aammrsd Ron 1311441111-Bi go& Ilse YJmiga Manufactimer Enft or Engineer .&License Validated By Rob 281 Does Padden Validated $ubmMW FRO Aporoval 20k Aaa[asd mom I9t M$4ti 22k Mail Y.salm Manufeslars[ EmtIN a Sr4mfo6t EOg.&Liceffi Validated By 211a I21M cool, Pending Validated Sub, ad FBC Approval 21M A RFQM HttlN Revision 2017 TAMKO Bu0da1g Products, Inc, CoMpory: Roofing $UbC.bgoy: Undsdeymema Compliance Mvdmd: EvalwWn Report from a Florida Registered Ardfsd or a Licensed Florida Professional Engineer Kaml Eden Zachary R. Priest Locks Bowden (417) 62446" PE-74021 (334) 300-1 WO lawrLedon®temako.eom 10MO M17 10165017 10r101M17 12(122017 Approved Revision 2017 LV. Thompson, Inc, dbe Thompson ArrhSecturel Meble ConpoM (TAMCO) C.11mi Roofing Buhcs gory: Roofing Accessories that are an Integral Pad of the Roofing System Compliance Method: Evak i- Report from a Fonda Registered Architect or. Licensed Florida Torry Chmeenen Zachary R. PmIM Locke Bowdon (813) 248-3456 PE-74021 (334) 200-1800 tery®gomelakW1mg.c0m 10/102017 1=2017 101172017 12/i=17 Approved Revision 2017 LV. Thompson, hc. dba Thompson Architecture! Metals Company (TAMCO) Category: Roofing BubCebpory: Rooflnp Accessories that am an Irdegral Part of the Roofing System Compltenoe Method: Evaluation Report fmm a Florida Regielered Arddbd or a Licensed Florlda Tory Christman Zachary R. PAW Loire Bowden (813) 218-UN PE-74M (334) 300-1800 brryfligoceteireoMg.eom 10/102017 f 0110=17 IOM72017 12/122017 Approved Review 2017 LV. Thompson, ko. dba Thompson Andtsdurel Metals Company (TAMCO) category: Roofing Subcategory: Roofing Accessates that are N Integral Part ante Roofing System ComMWia Method Evaluation Report from a Fkrids Rogieened Arched or a Licensed Florlde Tony Chnstow Zachary R. Proad Locke Bowden (813) 2483458 PE-74021 (334) 300-ISM tony®BmatahooMg.ocm 1011VA17 10H02017 IOM712017 12J12/2DI7 Approved — Profeselonai Engineer Professional Engineer Professional En~ all 6 Prehat MaW. Number or Narhr No. 16 UL allegeLAMD Product DesMetlan Contract 1107=1 on Asphalt aakmeNd agNkfelt 01A72019 Approved Um A-rovedfi[Use Dab g2,� Yes I®Na out" 11VIt2 l Yes WA DNI- P14ltars WA HNa Q� Assurance Approved for as Approved I HVNZ fix Use Impact$ills Ballaw PY@ Ant 9uaft Assurance, Product Contract generation DOB Aoaovad far ao Approved far lO.mvmz oublift NVHZ Imam Resistant Dayton P1WIH! F Produces Ala Product Medal. Number or Name QuaftANYrsoN Product Downsides Contract Emimmon Dow Asaoead for as Approved for Use Ill HVHZ Oulaid, HVHZ BeskLnt Pressure I TAMCO Flat Top (M4MI0ps Vent with Baffle for Tb 26 ga. stage not ventlber with bent 0WO 2026 Yes Yse WA WA 2 TAMCO Gooseneck Vert 26 go- 09092026 No Yea WA +01-U.5 3 TAM00 011AIdge Root Vent with Soft 28 gee stalk and "nMNor with Integrated cello OBOa2028 Yes Yes WA WA C "ass 0 Florida Department of Business & Professional Regulation Page i of 1 Florida Department ofBusiness &Professional Regulation Page+ a+ Florida Department of Business &Professional Regulation Fags t a t Building Codes and Standards 1771201s Florida Department of Business & Professional Regulation Pop 1 or i BuildingCodes and Standards v52o1e Building Codes and Standards g 1�+5 Product Approval Application Detail Builds Codes and Standards n9 1/5=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Dealt CIO Cede TSP'..s Codeversion Manufacturer E or contend Entity or BLicense Velldated By a Data be Dffie pendm Validated Submitted Fat Aponoval-dirm 01 Date Approved ffialus FLiMM84t2 ' C mm YMU4a maddesglax EO&{e$ contact Endb�-&License, Validated By )LL 21k g1& Approved sm muss. Varskm Ifionsdactu ELNkLm EgOkML&JLksmse Validated by a 20 Submitted R1ta &P91m ado togAROMW AOglgald HLtia. Revlelon 2017 Lcm.nco, Inc Category: Roofing Andrew Carter James L. Buokner, R.E, Steveh M. Urich, PE (501) 982-6511 PE-31242 (717) 317-8454 04W/2018 12/182017 04ft52018 061122015 Approved � UA V tLODIactuaL E HM a Coated Engineer .&LINpN Validated By M —00 aLta Ps+gm V 20 Review 2017 LV. Thompsat bc. cilia Thompan Amhileetral Meads Company (TAMCO) Category: Roofing SubCaegory: Roofing Aoaegodes that are an Integral PM atha RooMp System Tory ChrWran Zachary R priest Lodes Bowdon (813) 2463456 PE-74021 CUM) 300.1800 tonylkome akoaftoam 10/1a2077 10MO2017 10/172017 12/122017 Approved Revision 2017 Florida Meal Products I= Gegorv: RooM9 Subcategory: Rooting Accessories that are an hdag al Pad athe Roofing System CompltenN Method: Evaluation Report from aEvaluation CWkJ.— Janes L Bucker, P.Ea Michel John RWner, (904) 793.840D CBUCK Engineering P.E cbdeflemco.com PE31242 (561) 414-7557 102&=7 tQM=17 10/2712017 12/122017 Approved Subcategory: Roofing Accessories that are an Integral Part ath. Roofing Syatam Compliance Method: Evaluation Report from a Florida Registered Architect or a Lirsnsatl Florida Praessionel Engineer errerter@tomancaecm Revision 2017 Sorel Roofing/Motnief.ireas Category: Rooft Tbs ComplWwe Maticd: Evaluation Report from a Entry Thomas Jertmet IAPMO Untom Evaluation Gary W. Waller (602) 289-2288 Services LLC. (2W) UA-0160 thommjamatilliboraLco in 10118=17 101061M17 10212/117 Approved N � — Compliance Method: Evaluation Report from a Fonda Registered ArNsd or a Lklenead Florida Pmbssknal Engkaer Fifa159a4t1 Florida Reyebmd Ardhted or a Licensed Floida Professional Eagles Producesra FlJN7282-R3 _.._ Sea Of RadupM ,::. , ^ - Product Modal. Number or Name - ,' ' p,. 1`-•^�`� I'' Quality Assurance Approved Tor Use Approved for Use Product Descrlotion Contract Expiration Data in HVHZ Outside HVHZ Imoact Raritan[ i Deal- Pi R&II4111A11 Products a Product Model, Nranber or Nut Product D000rlotiors Contract EWmdw Date Asa Assigned fa Use in Its¢ oteami HVHZ !f! 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(253) 8248478 RobeReaklwAl�weyedu (808) 839.1344 0�12R017 OBI2N2017 07A&2017 Appmvq Revision 2017 Weyerhaeuser Category: 8inklural Components auDCebgery: Frrgkleerod Lumber Rob Baldwin ICC Evalua8on Service, LLC Jartw A. RdMnan, P.E. (283) �4b178 (808) 83&73M Robert-Baidwin@weYerha 0&22r2017 08/202017 07/032077 Approved CoaelWrp Ilatlrod: Evaluation R4Parf ir4rb a Ceerylhrra tleUred: Evaluation Reportfrom a Compliance Metlrak Evaluation Report from a etner•wm Cbalpasnce McBrad: Evrwdon Repmi from a eusa.mm Product Evrupbn Erltlty Fla31a74Y Product Prpdud Evrurbn Ertfll)r Fl.eae274t8 Produc Product EveWpbrl Errtlb t Product Evaluation Entity FLiZ1%-M Product $lg.a Product Model. Number or Narrb Product I AOorovad for Approved list Use Use 11LtiYt1T. Cub" HVHZ � Resistant � I1nMrL! $!g� Product Model. 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