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HomeMy WebLinkAbout3164 Nubbin Ridge Lne 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 RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. 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 or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or SLW. 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 RS, 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 HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. 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 K/WALL or K/Wall 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 Lay. 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 WDW 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 0. E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof EA or Ea. Each OPT or Opt. Optional 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 or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. ,y KITH p fZ,VX1L1NG CODES FLAIRIC ,I n tl Y p►N� s �4 s LENN/�R. 1791 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 S31M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 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 titlebtock 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. H O G L2L1 h 8 0 pp z N O z g M d iV � � o lLL 1 ' `V W O o NU c E o � � U m UJ m TE 0 _ (5 c U) ®0 < rn 0 m N �O H Z In �Z J 2y o ua w a W -- -� g, ° w Ru,V 9l iFfi Zvw Z Q Z. '' LL �m M • O W Off•. `J y {\ \ %\NI•art 79:3 tj"'�`t,3a 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. c co �w � � O Z 14 QE O E w� Wo� D z z® ❑ a Co W d — d E N t a� z <0 Qa 0 aZ d Z �� L C C: Z U m0 O oZ Z F J 7� ZZ MEN 30. g0 .J o3 tl' za �o 0 L � • m c t� N r� J O o m � Z r o I N'(to N LO r r c'7 (.0 o W N O Z a U � Q p °i JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. C S 37'-8" 1. 6-0" 21'-5" 1. 16'-3" I. 4'-8" iA'4" I 0 v rn r` 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/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H6 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) - 1 314" 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 184X254 S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 50 j 18 j X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X714 S.H. 11­12 27 1/4 X 26 26 X 25 jZ S.H. 11-13 27 1/4 X 38 j 26 x 371 S.H. 1 H4 27 4 X 50 j 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 11-16 27jX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 1 X 72 36 j X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 � X 37 j S.H. 34 54 X 50 j 52 � X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 ' 52 4 X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - Al SCALE: %4"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 C, +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 I -32.2 GO 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 11111111111/ TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPEXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) Uni LL FACED 00 E GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) WALL LEGEND 11111111111/ TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPEXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) Uni LL FACED 00 E GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) Uni LL FACED 00 E GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) Q -IJ 0 pp Z N O z � 8 z J M � N to z � U o LL U 0 a Ow � C o o � � U m m O $ �i U o � z Affil �-+ N OS cp � N Z O Iw a U W ;� z a, V � Z �,n��A o_J � w,1,C ti � � �"♦0��� �.�ti 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 Brewing pages bearing Engineer's signature and seal. t�- O O M M z � o w z z ¢ Q w� z� 1 jMIRROR O M OWNER'S BATH KITCHEN ISLAND N. BATH 2 0 0 RANGE KITCHEN 0 N KITCHEN INTERIOR ELEVATIONS H a M � N V O 2 v Q — J M Li O M Z Nn' W V lL 4 cn 0 w VV) E c V E o 03 U m w o o g 9 = U)� Q W 0 ®o sm N �D N oY rp v�i � .w Z LLI gM�z w z W a}t$%9ili Z LU V�sf& oa �• Q. Z _cL) LAW d � • O f `i ''Ovid®'l • y� Ft 0 M ;a 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. r� o O MZ o w z z a U_ zo o=a� >m a � O E 'T �g z® ❑a 00 of CV N - z `H �p 0 ¢ a �w L (d �C _ C o yoLL U m 0 O Z F z N N J m Q QW �Z U SON N a. 1 a o W C-)�� o oz =3 v' 5 a x ov 3 c O O L � N 00 1 ca J C:) 6 `� N m T .Q .�V Z o T— LO r T N r ai E M CN o Z ;_ p N E CU a U Q p JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 2.0 i W a r n 12 5� Z TEXTURED B ND —7 ■ ■ ■ ■ ■ ■ ■ ■ ■ �A� �❑■ 0 ■0 0■ 0 ❑� 0 ❑■ II•I III IFEIN I000a000_ I� I� l� IlIN IFM71�I 16-0" RIDGE VENT 3'-0 RIDGE VENT 12 �5 FRONT ELEVATION - Al SCALE: 1 /4"=V-0" LEFT ELEVATION - Al 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER, "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -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 I 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 • SOFFITVENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. � a 0 m N z o z 0= N V)IL � w O w T N c E t/' S. t11ls o U w o g I �l _ :F; ai :) o us Q rn rn 4m N N yy a� o Z Zo a;Mw a A/ C2 r` o U 1 W 1` LU mLL .O k zz o o Z 0 � o Unz Wes= N a� tj 3 I_ El-C3 a . G'\ J<� -. � t P �• t 0FESS0 .. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:,W co CIDw¢Z oS Z z � IJI- C6 E ca- p zo oo >m ® E u (LS a= 20. XU UO �U O ZI— G O C O C14O a � z 0 ¢ �z W L (a C z Z Y m 0 O oz C> J Cl)tiw c"m zm zz � 3 Q od � g0 a NW W w 3 O yz �� 7� irp co �t i= w zl¢ I a OUP C C:)O .N ^L, W > CN � ty c 1 - N c� N �C j� 1TT� V, Z TO T-- V) r T N c;1 0404 T— z M 0 � N r' o z O E 03 f° d o v m U _J Q p aci JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 3.1 HEEL —_--_ N T.O.M. HDR HGT. _ 0 00 00 r C F. FL. 1' 01-1-1------------ ___-------- 4'-0" RIDGE VENT 12 5� r 12 5� 12 5� 12 �5 T.O.M. HDR HGT. - EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS FINISH ON C.M.U. o? 80 (TYP.) zo 25 SH 25 SH 5068SGD F.FL. 16'-0" RIDGE VENT d 5 — — — — — — — — — — — — — — — — — — — — — — — — — — — 2'-0" — — — — — — — — — — — — — — — — — — — — — — *;r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED ZZCEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 ------------------------------------ ----- — — -- 1'-0" TEXTURED 100 2'-0" CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — H — — — — — — -- -- — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — — — — — REAR ELEVATION - Al 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 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. u' a � G 0 z � o o z o z J M d N Cl) to z n 1 (D o T[ V% Y V W C U C)a 0 w V) C E Ws � � o U CD m E allw 'I w ® Q ¢ "r 0 �m N �O W 2Nr2zU, W z Z � 1-.. p?Mm c0 w -a w LU Q ~ Sz a LU OE LL W ��t��tt�Rt�g►Eteo,� C . �. f �0 v o sc�a� N- fANt,►IIII% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Honda 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 M z O z 2 LJ L E E 0- zo W o- > m �o z® o¢ o0 a� z o E (1) o It E8 2 O <o az W W w� rp (%� .Zz z o o O m o z� .•J' N y YQ W o o g0 az U <o o w� �o Milli � or z¢ ti o— Uri C O O N ^L, W N .-. m O m N CL m f`� -� d- c r c 0) Z r O N N L0 r ili caE z j N N r o z O E cc a U Q p JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP _ CAP 2„ 2" *NOTE: iv 1" iv 1" RADIUS FOAM TO BE USED ONLY WHEN r` 1/2" RADIUS -1� REQUIRED BY 3 1/2" RADIUS *=1N COMMUNITY 1'-5 " iv 0 - SPECS. IF NOT, � iv 3/4" RADIUS q q17 � `0 DETAIL TO BE 1" 2" OPENING VARIES 2" "2' 1" 1" M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" � N EDGE OF 1" 4" VARIES =N 1' OPENING VARIES V-4„ 0 22 VARIES V-4„ r 12 VARIES iv -N 1 1/2" RADIUS r 4„ 42� 2„ 4„ �i 2 1/2" RADIUS „ I I 34 q Ln _ a _ 12i 1 oily IV' Op rm _ cD _ VARIES 12" 32 11"„ HIV T 3" 1" BASE BASE ITN 2 2 3" 4 tO N 11„ z N o 2 *NOTE: VARIES 8'� 2" 4 — FOAM TO BE USED co a o ONLY WHEN 3 REQUIRED BY 1 6 N z COMMUNITY 1" ty 0 u- SPECS. IF NOT, jai 1" 1'-4" Y 1" OPENING VARIES 2 w o DETAIL TO BE 2' 2" tp .BUILT W/ STUCCO. a EDGE OF .V 0 24„ . O N c E OPENING 6 � ' �� o • ' U m W all E 1-1/2" THICK 1-1/2" THICK U o 8 9 c U) d ®Q 101, CN ¢ � m II 0 N O 1 10 � N o �� 2q„ cn � w w -I`r - LU m LL= w 3 az S � � _ .Ww � �cnn'SQ p cG Nl I V N� -- °' ¢" CV �+� (per O _m C' Gl -IN - Z N a Q t W Q N¢ "'C n M O V V rn �„ ❑ ❑ 6 Cn fn 1„ 2„ 4„ 3, 2„ N w w cl�0 2 N 2„ Q Q Tcn Cn LO o I N O� M_ O 1-1/2" THICK 32' 2q, N 51 1, 5„ 51' 4„ x _ 54 04 Op IN �`J IN O OO —' 3" 12 VARIES VARIES o q j" � 2 c? rn 1„ w, ,�. 2 To the best of the Engineers knowledge, information and belief, Q M the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - t VARIES VARIES Residential 6th Edition. Engineer's signature and seal is only for the structural engineering e 4„ portions of drawing pages beanng Iz Engineer's signature and seal. M z co 00 �o �W 3 6" 4" KEYSTONE F11 0 YSTONE F11 s o z N r-------- �� LL w OPTIONAL OPTIONAL Q E 1 E o CV CV R o 44 - N Qo J N I /� o ¢ o R6, ca z 44, R r„ 3„ o f a z a 4" GARAGE DR. OPENING 4" 3 q 7KE WINDOW OPENING 4" 4" ._ M m o 2 NOTE: ~ ` a�i " m < W CD U z f/1 U) W <� x • INSTALL OVER STONE, TYP. 3 sw Z o VARIES • FIN. TO HAVE TRADITIONAL a Nw • M =3 • LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTEDw a NOTE: O a= tl' Ol OV § 1'-4" o • FIN. TO HAVE TRADITIONAL LOOK & ` 11,E 1,_63„ 1 11 2'-1 ' � 0 t3 SMOOTH FINISH 4 4 4 2 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 11-12 51,E > d' i 3'-8" 7„ N L y w, 1„ 10 1 4 10 c N U - co J - Q N CD o N - - ^, N W co � n A N , — Z T o � N r � T— o w M N o 5 bo oE E NZ Z E c U 0 q p � m N 1„ Rro„ - 12, JOB NO: 19-5900 1„ T SCALE : AS NOTED W SIN O SHEET NO. GENERAL NOTES: O M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH 0 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 #14 copper to lights & outlets NEMA 1 200 AMP #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer MAIN O2/0 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 DUPLEX OUTLET ABOVE COUNTER IQWP WEATHERPROOF DUPLEX OUTLET � ' vGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f`-�V SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH CS ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Ps PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) W 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT, CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT PATIO GFI i CAFE FAMILY ROOM 12-------------------------- \ ROUGH -IN FbR \ \ OPT. CLG. F�N/ LIGHT \ PRE -WIRE � I \ rrm I � \ I � I F fr—i�, .Fl, I � k/ 1-1 11 \ OW�R'S �l1 ITE ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE H.B. W.I.C. --\ 111, IF, I Le - OEM _ PENDANT AS PER SPECS - -- — J. II:SINKw/: D I S P GFF o DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS '• •' INN I LIGHT PREiWIR�; J .- . BEDROOM 2 I�AM06 ff 0 AHU H. I ENTRY I WP f,HGFI 1 l� IRRIGATION GFI @ 44" A.F.F. ------------ W.H. II 11 I I I I I 11 I L_ —v_ J I 1 W.'GARAGE GARAGE DOOR \ LIGHT AS I GFI VP + PE+R SPEC % J I 1� o LIJ r Q J I UOQ I LL LU U I U_I _I > w GFI @ 44" L — — — — — — — — — — — — A A.F.F. — C.M S.D ---------------- \ o HALL S. \ \ \ I EDROOM 4 \ `� �12 12 \ ROUGH -IN FOR_J�/ , ROUGH -IN FOR LIPT. CLG. FANIGHT PRE -WIRER E D �OO M 3 OPT. CLG. FAN/ L \ LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4"=1'-0" J Q O 0 a l M � N O _ a o z o Q J M <Z N M nF V) z o � � r � Y fa W o o u, o Vaa � � c)L.0 m �- m- E — 0 8 i o x C) c rn o o 40— .N. N v� N w Z `LU $M zo a - m U W W 'W � a m�.oA a a�w� ZC .^ N . E N ��/ � E � LU N Q M 4 O O U U F ❑❑ rn O CV oo 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w if■ M M ma o z J E zo 0 � Z <v Q w j od r6 O E �0 O q az Up o < ZO ao 0 4 az w L C _ C a oz Y U .2 m o o O u z r Qz m o o z go w a mw U � eo �k O z ~ �o cD co d 5 3 c C)0 �L. \W C N co J C) Q U N Z o LO T N 8 N r cj N 0.:m 3 N �; Z Z c E f6 c it U _j Q p JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 4.0 M ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators ({gust 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (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"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a � z o 0 0 z o z J to � N M z l/1 = Q) 0 a j'� a--+ fC3 W o W V) E V) o Una U 00 w m m E O QI = U o u?¢ 416 N_ o Lu IF °` •<•u p` .aye shy f`r O F E S -d - 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. o co K w co CYJ w o z I E J zo u o }m ❑a N U ¢o U aQ o 00 0 az N F L woo QZ wz r� mO (n C C r mo of >z J 1, r �0 z z U3 a�i S go yw ao Jz r_ o a Min CD za a3 C O O N > d' ^L, W C N co O Q C 0 N CL m � � � c d' T 3 ■� z T r C:)L0 = N 'C'Dt N �- iU I >• j N N N r o z z E Q N E 2 cc ICU a U Q p � JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 5.0 3 c v v x 0 n rn 0 L0 I rn x 0 0 J O rn u7 I rn aci v s v 3 a rn i'4 S E F� a� E 0 x 0 v c J y a� i✓ U O C O U 0 CL a_ 0 0 0 0 O> O t2 00 00 v 0 0 rn 0 N \ N 0 W 0 v c c 58'-8" 37'-8" 6'-( 7'-18" 5'-28" 6' 0" 2'_9" 5'-2" 5'-1" 6'-4" 5'-0" 3'-0" TYP A L S3 H.B. � S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 15'-0" ■.......................................... .... .. ....I...............■ _ o r INDICATES FILLED CELL w/ 3000 PROVIDE /2 x 9" iv PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR 31/2" SLOPE - `1 co r STEPS AS BEAM W/ (1) #5 REBAR VERT ire TOP OF CONC./ PAVER TO BE 4" I in 'n REQUIRED ABOVE SLAB TYP @ ALL 0'-0" 1 PLACES SHOWN HOOKED FTG. Zo BELOW FIN. FLR, I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" - I CJ CJ - 1- ■ I W ■ ■ ■ ■ ■ ~ r TYP PROVIDE 1Y2'RECESS FOR SGD. REFER TO I I HVAC CHASE I AHU I -------+— ------ _ ` OP o L S3 MASON'S SLOPE FOR °,� WIDTH BASED ON (; ; LOCATION `r' 7 ri (2) #5 REBAR �3 i/2" 32'-84" 4'-88" VERTICALS w/ in FILLED CELL I I — — 37'-52" 21'-24" 5 3'-8" 7'-8" I I 2'-1"•-31/2" I SLOPE 4'-0" G OPT. D I ; I in S3 I CJ I �-- — — — — — —I CJ CJ I KITCHEN ISLAN I I I ISLAND 2'-6"x2'-6"x1'-0" LOW WALLS I I I I �a I !« II J ) I. 1 j I S3 I- L—D.WJ rN I a I I W/ 345 E.W. G CJ L�J—SINK w/ DISP b ] 1 K c%> S3 N I I 2'-6" I aIf O S3 I ] I o o I 4'-13,, • 23'-11" 2'-10" 4 { ro (2) #5 REBAR i'v s3 I �Cj CJ CJ ° K VERTICALS w/ in FILLED CELL ] I OP a 1 I r—j ; N I 11 0'-0" � 0 ..... .. c10— ...... o / {la � I I .■ 13'-543" 7' 2�101,1 ] a J CJ j _ CJ Cloo .... . :: ici CJ _ I, ° 3-1/2" MIN 2500 PSI CONC /// ) / I . I• • �br SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER PSI CONC. SLAB FOR ; ; ; : ; ; : :: a (3000 I I { 1 {1 HERNANDO COUNTY ONLY) NJ S-10" L 4'-0" L 3'-10" L 4'-8" L 4'-8" L 5'-2" L 5'-10" 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 z W J 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 ;�;.;• ;.%.;• ;..: ;.%. •';�;.; • ;Y C ont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 c� LJ FL� co 0 z � a z M d. N armmm N Q) M z U LL 01 1 ' r � V � Y W g f Q j� V�`• 0 N w t— c o t— o 2 U 0° w �- o $ zI f•.. NO N o UNO I Q • rn M d o��SggrQp N N b w Z Z W N LULu'` ° � LL F I uti��� _ < 1 �L O E-F 0 F 0 Z, 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. r_ o M y o W Z � CL � E �o z �ao Yo �a Z 0 o E d¢ W� 0 a N F 0 wo ¢z d i CJ)Y C ym mo ° ' z� fn ¢w 2Z U W U <� a Nw �k O C�D L > a V zla ° 3 C O O .N L C N �-. co -j O ° m N- L.L TT z T- LO 04 O 04 m Z1' N cM ` o Z ca z E O E CU a o U JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 6.0 1-1 P7\ UPLIFT CONNECTION CROSS—REFERENCE 7/26„9 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -1 Od x 1 1/2" O H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. / 18 10dxl-1/2 HTT4 2715 518" ANCH. 12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(26)10dx1-1/2 K HD3 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS 6 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" CZ HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 130d -16d x 3-1/2" F MTS 12 1000 860 14 - 10d x 1 1/2" MTW 12 1195 1005 14-1 Od x 1-1 /2" S MTS 16 1000 860 14 - 10d x 1 1/2" MTW 16 1 1195 1005 14-1 Od x 1-1 /2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1A" x 2-1/4" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 -10d 45 555 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 / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS (B) (B) (A) (+ M1 1 OR 2 PLY CARRIER I 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CON LEDGER A) INTERSECTIONS. SPLICING f 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: 1/4."=1 J-0" of a (1J1 fh � � o o z _I M 0= N a c o Q) W 4—J V) '-" � If O _.__ m w �— cn c E0. �Ln = N o +ice^j I U m rn r E E 0 8 aim u .. =w _. ¢ rn of N �D -. ry m z � ova 8 � z C7 N 2 U) / �ZLU o tiyl 10ZW 7 9 1 C•jbUA.�� � b �.I Cq i {trrJ.kcQi.��" t'r 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 - Reside ntial 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co co M z0 w z z¢ LPL Q E O zo Q O E }m Q N ZB oa f6 —a) -�014 U O F O z C O C N o �o ¢ o az ttW L co CY C y m P O of Z } z uJ cn 3 C- po w "- g O U a N W U ao z = �— xF O cfl o� }O a o� =Ia U 0 .N 0 o �r L Q� CN '> m I� co co N o Q C `� N d. Q) m ._ z o LO ~ r = N 04 r ai E M N o z EN N pCA co `-° FL E o v m U -1 Q p I a�i -j JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 7.0 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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T IRS FORM & GROUT SOLID O J U 0 #5 BAR CONT. 8F12-1B/1T Y' LINTEL DETAIL SCALE = N.T.S. so Mo 00 ME, TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J IJ.I 8 F 16- B/ 1 T ' z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTi precastTntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fig = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl 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. #5 .(1)RE TTOP ALTERNATE POWERS MIN. (1) REQ'D 1/2 LEAR STEEL LINTEL C e o 4 ° .M.U. #5 REBAR AT TOP a ° A MIN. (1) REQ'D Q 1-1/2" CLEAR a _ C A n ° D v GROUT J Q Q 5 REBAR AT = — rn i j " G BOTTOM OF a Cn z Lu 4 — uJ u c LINTEL CAVITY o U O 1- —BOTTOM OMdOz REINFORCING Q ¢ 0 M °z 7-5/8"ACTUAL PROVIDED IN LINTEL Ci W ui D D ¢ V' CNo. • Lu <1 �, Qo 5 REBAR AT E AS INDICATED NOMINAL WIDTH (VARIES) D 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 UF 5'-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL ( MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: )/4"=1'-0" u . c P � o 0 a- V M Z N O m O m QQN O Q Z J M � N M Z N vA !' C '^ O V LL W L '1•�!`v 4--J w o Q Q •O 'm w to Lv E �V) N N a � U M O alpE2 E 'I I = Q sm N N M O U z In r_ 14 Lt. it ok 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. ti '=,Z M M zZ o s Z LL_zz E } m ¢o 14ca d L O Co (6 �O O 0 Z OW L 00 CL O E�z CN oa oo ¢ oa �Z r L (a C O z Y m m m O 0 1 T Z UJ JZC 0) � oo� awn g° W N Q _ w a �F C) <& az =3 Miar V z¢ �s C O O y L '> W C N cU —� O C v> N � � m � h ~ d) .TT_ Z TO C'J 1 LO r r ai 0 CM N o Z M N E Q �' Ca d E O p f4 U J Q [' c N J JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TOREPLA E CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 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 51TMS 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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-061b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.11. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. ALL OF AND FL T WIN ARE T E SIGNED AND SEALED BY A ROOF FLOOR BUSS SHOP DRAWINGS 0 B SIG A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4, MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4,1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 Yz GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 1851M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. 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 11 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 7116" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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: Fw= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8, 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpoVr and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalis. 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. 1 & 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 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. L I?� (D M � N � Z O O z o z Q - J M � O M z N o U' - u_ Vi Y W a V - 0 w Fes` �Ln o Jum ru � U M Cw - 0 8 I 9. C) o N o �m N N Z o w z Z � ih N ip a QLU a LU ZSt3'a< LLM r` v ❑ tl Q ••. { 7- •3- ale• .... ` -,e, `der, O 10 T4 S S 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-- C:,W � CIDz10 o Z LL_ E0 z o wo > m � a � oZe ►ca 620 00 - E C� N U O ¢ z wo Q 0 0 a Z Ww L Ui C o 0 Y D in 3 wm Sa <'Z z o ;z 3 LL `_& a �Z r C a= =3 . H �O IIIIIIII� o co 'ITz wa a a o� c O .N ^L, W 04 � N ,-� O a V � � -� 0) . _ Z +- L0 T = N o N r E M (.0 N o Z co z E y E f6 c 0 U J Q J JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE � 15/32" COX 00 PLYWOOD OR 7/16" OSB \ + + + . . . &C, . . . RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH 010 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES& 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + ..... + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8' 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 518" or 3/4" wood panel 90 2.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking ° x / 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM ¢ STD. 90° > CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ::1�� TOHIGHEST BOND BEAM 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(fJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. }Small 2" min. 2" max gap 4 max. 4 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 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 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 LEAVINGYs" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth guts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate �1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0° at bearing. TANK -LESS W/H H C G 0 0 0 5'-0" ¢ - STUB -OUT FOR 0 9 0 GAS METER 0 o LO 0 � N s • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2"X 4" @ 24" O.C. 6'-1" (2)1.6d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �'/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D LA (see table below) 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_tz Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s ® BC16500s6 9-1/2" _1 1-7/8' 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 w/(22)' NAILS 1 5/8" � THRU BOLT SIMPSC w/(22)- NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist 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.- 6" A 1 2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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 1Y" 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 1l" 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• ° . • • FOUNDATION INFO n STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. ° Backer block required where top n mount hanger load exceeds 250 lbs. Q I—�—III j Install tight to top flange. IE � r 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 71 0.6 X Joist 0 Z. - , / p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE / r PLUMBING LINE a'° ° zfl � ° A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a a P •' .a ,— SEE FND. PLN. SIZE & REINF. e C) 0 Irt�., r z O 0 0 7 Z a CD z V) o v u U,3 Y C6 ,,, n Q U O LU in N 8 �,•. w� TE 0 8 ziry C_ 'O N < t 4 N N 71 g o N o w o =LLI �.' 2 OX y Q LOUW !E a d O �W o O . 0 R W WL 15u,N < ' �3 � , y a (.ate 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. co W coo z S Z __J E za !10 >m < R Q. Q E U Ca �� �00 Z ❑a UO �- E o CN �F do �o a < Wz Lz Cn - o yo mo O u rz J z ¢m gZ Cn Cn y Q > o ¢ ga a C) jo �r 5 o z <- =3 ;o OI< d ° 0 2 O 0 W M N .-. _J O O a 0) m � 1 d- r z o N LO r rCDr 0 M C CV iri i o E © f° c a U _J Q p� JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. SN 1 3 v 0 h 0 LO I rn a L r- 0 0 c" I aci v v _ Q 0 3 Q N 0 n O x C J Cn ti 0 U 0 0 UI U 0 a 0 v U J 17 N ao +45 0 0 0 N 0 W C) m 0 Y (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) -I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH CIO PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT =1 11=I - I I m ' '-III-III- I_ CD FOR ROOF PITCH 4:12 OR LESS. MITI -III -I ( I_ Al I FOR UNDERLAYMENT I=I I I I I- I I- D • REQUIREMENTS SEE R905, PRE ENGINEERED WOOD �1 I I ---I I i II II ° - - _ _ h i TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH -I (TYP.) (ZVARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULAT11ON LE 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. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 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 2x S.P.F. STUDS @ 16" O.0 ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR N 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. i i 1/2 GYPSUM WALLBOARD-,-­­1(1) #5 VERT. IN FILL MONO OR STEMWALL ° U.N.O. CELLS (SEE FOOTING MONO SHOWN p p P FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) D p 1x4 P.T. BASE NAILER g ° 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL I=1 61 MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY r� AT GARAGE CONTRACTOR I = =I =III=III=I =III=III=1 I I=III=III=1 I I=I I. MIN PSI MAY VARY PER cn -III-III-I=I I=III=I I=I 1 I=I 1 I=III=I=I I 1=III= - TO CUT BLOCK OR POUR "-I � I-III-1 I I_ III -I � I-III-III=III-III III III. MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 � NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/ BELOW GRADE M I SLAB INFORMATION. N P I' ° 0 I ayNt 6 x 6 W1.4 x W1.4 D 00 ° = I _ z 31/2" WWF OR FIBERMESH 6 MIL VAPOR =1 I ; ,� 4 = min. 4" BARRIER o o _ ° ° d _ r _ COMP. SOIL. ° °O - _ - _- (COMPACTED TO 95% T -(1� MODIFIED PROCTOR ' 61u NEI I I- -III ASTM D1557) -I I_ I 1 11 1 11 3" MIN. CLR. 11= O #5 REBAR FONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4' " U.N.O.N CHAIRS TYP. 4" V-8" (2 STORY) DETAIL MIN. U.O) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-( OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEY PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS �. z O.H.D. RECESS 4. N ... a' ..: .'. -t t i T--II Q• I=f l l= `" III _II �•`• I I-11 4 -- �I ICI i 4„ _ _ -I 1='T��Ij .: , - - I -ICI -III I IF 7.i=11111 :•�: . •`• I�LN =II I=11 II SEE A/S3 OR J/S6 T I I, I I I ITIT_I I I I I SEE A/S3 OR J/S6 IT111IIII I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1' 8" (2 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N,T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �r �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" 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 a „ „ „ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (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 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 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 PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". _ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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 "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `':3 ELEV. 0'-0°OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 21� 6 x 6 W1.4 x W1.4 0 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH a a° a ° ° ELEV. -0'-3 1/2" A.F.F. o b I I1=� f -11 1/2"(min.)- 4" ° ° a 2x4 FONT. a a . a w u b ° ° _ 31/2"(min.)- 4" _ D ° a ' _ _ _ _ III o - _ T - - ° •' -1 -1�1--III- -I-III-I I f ° I a a a ° `� °° 31/2"(min. - 4" I IJ=III I =I 11 �I-III- 31/2"(min.) - 4" I I -III =III 11� Tr GARAGE DEPTH VARIES ° 11=III L El I l f�=� III= III -I I I� i�-III III=11 9 ° ° I t- 1 r1111 I IIII, �,IIhI I, ,III= (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 g U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qos'\ NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M xo ocps INSULATION PER FBC AND ENERGY 1coN� (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT /"' FOR WALL HGT. _< 8'-6". (2) NOTE: ROWS 2x BLOCKING @ 3rd PTS ITUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 518"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10 10d NAILS Y BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) _ 31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR [ SPACE ANCHOR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i EVENLY FIBERMESH a - PLATE WEEP SCREED INSTALLED BAR w END OF 2 x PLATE WWF OR FIBERMESH r =D FINISHED PER MFR INSTRUCTIONS o #3 OR #4 REINFORCING BAR Uj ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi JGRADE so MIN. Fy= soksi] -III-I I h-III m . ' I -III-I I h-I I �- Z M p FINISH GRADE 25" MIN. LAP [30"MIN. LAP] [ ° I -III -I 11=1 I I D III III -I I I 11= -11=1 L I-1 11 g ' I ,I , ' III I 1=1 1111 I�-I' 80 LU=ITI=11 II _ _ °° 6 MIL VAPOR BARRIER -Li f I I o, a 1 1=LM. 1=1 I I--�T R 17/8 I I=1 I I-III=III 1 1=I I I 11=III °-L T #5 REINFORCING BAR II I II _ ' I I I I -III- I I-ll-I 11= r Z I 1 . - T #5 LAP SPLICE (2) #5 c =i�IT l I I -III, _ III=1��1-ITI=I I 1=1 CONT -I (-III-I I III ° .JI�--III=� I' 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS 8„ 1 4„ 8„ :III -III -III- N _ _ _ =I I=I I= T COMP. SOIL. (COMPACTED TO -11 _ (TYP.) _ -I 95% MODIFIED PROCTOR ASTM ' 1 I I=I II�1=III= 1 I=�I=�� I t' 10" _I i- D1557) III 111=III ,III=1 I I 111-� 11- 4 1 4 #6 REINFORCING BAR #5 STD. 90 HOOK - #6 LAP SPLICE TYPICAL INTERIOR BEARING D TYPICAL EXTERIOR FRAME WALL FOOTING rE"*� REBAR DETAILS rF_� WALL W/ UPLIFT rG S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. x x FOR TRUSS - SEE PLAN FOR . x CONNECTION INFO .. ��; ° -� TOP OF BEAM . x &LAYOUT DESIGN a �LI=rTlll N %R w/ OPT. SEE ROOF PLAN - - - ° ° °00 =- IVCLOSURE I I•- (2) HTS20 FOR STRUCTURAL r _ LI-1 1=�I IT I I "' BEAM SIZE & I I1= CONNECTION INFO L ::)3 P T 2x 1/2" GYP. BD. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. w I_ SCHEDULE OPTION #1 Er ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > J 6x6 P.T. #2 SYP SLAB INFORMATION. 2„ H2" GYP. M SLAB LU � ABU66 SLAB STEP & RECESS S.G.D. rM 0101, Q CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ° ° SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS -31/2 MASONRY WALL AND q�. COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL T CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"OCATTACHMENTS EXTEND FILL CELLS .. - EMBEDMENT @ 12" O.C. TO FOUNDATION PAD a -J STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN co (MIN. SHEAR 180#MIN, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRADE a TENSION 120#) CONCRETE SLAB d M FILLED SOLID (SEE PLAN FOR _ = a a 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) c� -I I I= WWF OR FIBERMESH z tz- w o-I IFEd- I =1 =1 I -III- I I w __ _ ° `" o w LUCf) w I I I=1 I I I_ 11=1 1=1 1 z N `r ;III= ° a ° BRICK PAVERS or SLAB PER p o iI I = ! a ' ° a = _-_ = z Q COMMUNITY SPECS M 6 MIL VAPOR l =I I -I (=I I- I%=1 - - - - 0'-0" FIN. FLR.� FOOTING v BARRIER I -I -III , = III- BEYOND -I I_I I I I I I I I PAD REINFORCEMENT 3" MIN. CLEARANCE 4" 4" CONFOUND WFON (SEE SCHEDULE) FOOTING WIDTH v r r� SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: 3/4" = V-0" SCALE: N.T.S. S3 co o, 0 i z N O z J t7 /Z O M N z o LL w A a u a O c E o a � � t- 2 g _ _ aj U O QN 01- N Y Q /® N+ N w o w Z U) Z a M �o w W N as 93 YJ x °w ZLL Z * :Mv / ,s10 °'vfiifLiiia�.rtdi�i•-°'• To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti cD cy ' w z o Q J oo d E o QO > m QN =® CL E oe �� O (V t Q°z o <zmo az ¢ �� N o O ¢ J m Q W N y � ' �w oa zz 30 a � co oz 6Y a =3 o �� a 5 ° C C:)co L CN O Q 0 0) CV a. m �. . r rn r 0 . _ z r C:)2 Ln T c� N r ci M r (v) N CV i� o z Z E p E ca d U _j Q JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. S3 (MONO) J (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) - Zx DEADWOOD @ 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 21/4" 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 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 STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 77 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WIGROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL �'\ / F' CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a 4 4a d n 4 4 a d 4 O 4 8" STD. 90°HOOK Jg° 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: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. L SCRAP MATERIA J J w T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE71 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ` ..,;` GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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. sFFp`q o� N 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 96-318" 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 iARAG E OOR 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) 1 (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4} (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER '--(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 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 Q SCALE: N.T.S. S!� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMIfSON SP2 w/ (12)1Old 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 LMAINSPAN IN KO BLOCK AT EA. STUD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U ?< 2x TOP PLATE U) V 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4�16d TOENAILS TO r 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. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 —, NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ° r r d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " d ° 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 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 w/ (8)1/4" x 1 1!2"SDS (1835#SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215#SPF) • HDU4-SDS2.5 w/ (10} 114" x 2112"SDS (3285#SPF) _ • HDU5-SDS2.5 w! (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 wl (20)1/4" x 2112"SDS (5665#SPF) • HDU11-SDS2.5 w/ (30)114" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER &NUT o 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 a • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 K x 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/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) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 0 C 0 CD � z B z o v ¢ J M d N M N z oC2 Cn Y u, a n U � O ° LL, o o � � U C° W m 0 8 all 6. U o 2 is N N z Z W 8NdZ �ICA UNN�N a LY ILZ� LY" .e3 Y 9u.'�f0y •ed•Q• ' r•E St S t r •�. a,�,P� C E Y: p s i m,� �l�`�� .mom 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 co � w co co o z < ce E OUcu zo w° }m Z© ❑a F— co E xoo o¢ ao OOU �� aZ N LQO <o � w w, ra ♦_Y z U o Oz 2 o< ao U LL a j �w 5 ° 0 O ;0 > d' ^L, W � N co 0 Q a� N ^C11 m W -0 ai T .0 0 T LO r Z o 2 N � N T- r T to ai f6 04 E o Z z E C)N E a 0 � 'a o � JOB NO : 19-5900 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± X 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRAS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/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 @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.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 NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" 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 6-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ T-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 114" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4) 1/4"xl 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 r SEE STRUCTURAL X-BRACING, AND TOP x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION °° SHEATHING DETAIL 1 1 11 ". 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF MTV 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS�j ATTACHED W/ 2 -16d !J1 2x4 PANEL BLOCKING AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4' LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 3 d COMMON WIRE NAILS 2x4 BLOCKING 24" „ 0 C STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. @ (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/ (2) i6d 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 H10A w/ (18) SIMPSON SP4 w/ (6)10d 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" O/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 (2) 16d NAILS 2x BLOCKING END TYP. TOP & 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 H10Aw/ (18) 10d x 1 12" AT EA. OUTLOOKER 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND �AT LEAST 90% OF WEB LENGTH (SEE TABLE) /GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C (2)16d EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" -� BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & T 36" "x3° SIMPSON SP2 w/ 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( )10d 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCALE: N.T.S.S�S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" 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" • (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d 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) j " OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ ._ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION 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 g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 91NIMUM 2x OVERLAP TRUSS BRACING ;BOSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 5EE PLAN FOR WOOD TRUSSES 10dx3" O/C @ 2"x4" OCATIONS) TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT'� 12 6.9 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 - ` II ali m \ IC 11 I� 11 1 ° II . Ilse IIa CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/(4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SIDS ^^ ^ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION jiWbUN bI L W1 (U) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �111� A 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 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ T-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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 M z N O V O Z a� J M m. N (h z ° o � � Cn cd o a Q L N C o N � N o � � � U m LU 8 I S $ U o z N N QJ GO .wit N o� g �zU) M°dp z� a 2 Q W W W Cn'Ic tit P Ww NJ V a �LL�A zz n� 3 Z o 0 O e '`'a r 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 seal. ti o M m ¢ z z M o J U_ E z ❑ � " coo g > m � o 4 E zp 9 _ O � X o U aQ o .0 O o¢ az N z- wo <= m� N Y U h o O z z J J0 > 2. LU Eno� o zgz a Qo az �� 3 0 _� 4 ;o � 0 _ a 0U6; C O 0 E2 ^L, W C N ,..� CU -j O Q v� N m F r2 ._ z o N N Ln •— coo °' E c+') N ' N o 0 O T ca a U .° Q p JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. S5 3 -o L c CD a LO I a 0 0 0 LO I d v Q Q7 N E W E O C c r 0 U i U 0 i a 0 0 0 ti 0 r•h v 0 0 N v 0 W m v cn 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. $ ♦ DO NOT DO THIS 2"xBOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 4" lx4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING � „ 2 ROWS 3/16 x 3-112 ( ) TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON 16" O.C. & 4"LL11X8 STAGGERED @ 16 X8 (TYP,) ♦ ' BLOCK@ SPACING 1� PER MANUFACTURE 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO „ 2 EDGE DIST. ATTACH `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID LILDLS BOT3/16" HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEBME x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16 ' ♦ LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING + ' _2" NOTC @ FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. wl 4 1/4x1 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" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID wlGROUT tf 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS .`.� BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 110 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. '• SCRIBE (NOTCH) BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL . OVERRAN :�` , , .... • CONNECT W/ 8d NAILS BRACENBLKGINTO N.T.S. 2 x . (L WDF WAL} BTWN, INSTALL WDW. SCREW ANCHOR 4 SOLID BLKGFULITH OLO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 SB PROVIDE TAPCON WITHIN 1 •' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -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 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 10d (TO ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� X FR TRUSS2) OP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + �F NOT 11-01I 51-0" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING H JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > D D 4> „ EMBEDMENT INTO K.) 1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° .. ° D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2,_0„ 8„ (5)12d NAILS SIMPSON SOFFIT + + + D t> • p 10" a o p ° ° CENTERED W/ D 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r s EACH TRUSS D °D 9 H IN TOP o ° KNOCKOUT/ iv D. °� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. WI CONNECTOR MONO FOOTING _ ..D o D °E: x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3} 12d NAILS SEE LINTEL SIZE AND REINF, PER PLAN = ° AND SECTION DETAILS BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL D ° ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. EENTER SO IT DIRT z TO BE INSTALLED 00, BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90` HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD FOR OVER HANG FILLED CELL - - - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") o p o - 197 , - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 _j O.C. a "' ` "- 4 � "- ` "-sk "- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B"gMONO ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR w/ 1 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 1/2" NAILS TO STUDS & (1) - S 1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" � #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a Z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER COVER 6'_0" F F EPDXY MIN. 6" EMBEDMENT & ` " FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3MIN. EDGE DISTANCE LU LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP u- 0 0 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° o o r w a A REINFORCING AS FOLLOWS: „ PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT :. c o .I I =T=I �; — — I-1 I I � �I I I— 1 - g � PRESS PANEL REINFORCING INTO PLACE. - '' ;:."`:r`::'':; ,.,.• .::: ::.:::' ,':.:•:'.: ':`': ;�.:•..,.>: . .. . , o 11= _ = —"'—'-" m v z #5x6' EMBEDDED INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE WI REINFORC NG PANEL I .o — — — _ -TI I- � g ¢ - � , EXISTING FOOTING (2) #5x6 IN CONC. FILLED CELL SMOOTH, DO NO FURROW. F � N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP o ' ;. , P —III- GRADE p . SET BAR IN EPDXY O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° a n REMAIN FREE OF MORTAR, NOTE: M z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. cal • 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 �+E ON SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. = SCALE: 3/4 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. 0 N � o 0 o cq�o o a z J1/ �I J M d N N Z a � o � W o a DO W Ln w. U CO agow i U o m tti '53 ® Q N �2 z Z z � U � �M�zo .a � LL o 8 W Hz a dm� w W z �taiI o _� VA a N � r� Q� � i W ZLU • S E � �' -.,; •° rem e - 4P `off. Of: L S 5 IC 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. C:" w Z M o a LL.0 G2 E =z WO ZZ m <N o" N V ¢ O U K �O O N L as a ¢o 6 S a� Mw w ru c ❑ Zz= O Y U tim mo 0, Z N ', ¢"' aw v7 a p ¢J ZQz OU CL C) wu �o az �w _ C:)w N. ao O CO a 2 OF �O 0 > d. W O 32 1..� O 3 O LO 04 N r T r Cfl hi m .� M CV : N N o Z Z E o E ra a U _j Q p JOB NO : 19-5900 SCALE : AS NOTED SHEET NO. SS U, CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER M MIN. (4) L 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 �...., , , .. 1 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 i73 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----/—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING A 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 3;"A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER rRUSSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SSPFT OP FPLATE INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; p MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. ° SECTION @ ENTRY g - SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4"TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/ON P ANM OPTION B CONNECTION INFO OPTION C COMMON BM._TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F-1 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION , L� PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: NTS 111�j SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 6 COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d 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. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) 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 9 SCALE: NTS LOW ROOFIWALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS a 0\ a \ V M � � z o Q M tZ O M vn 1' ( n O lJ 1W T VJ Y f6 w a ;i V � 0 ` w � ,lN o v I � N o � � v m w v R, E o g I = s U o Q 0 ®0 �m fN N .w pp Y, Z LU iwWp CA wZwza HarnLL.s�Li O=LL=Z'sv'Q c4 10 O V U E m m u a`�otrr►����, o N\\ 0 V � z ® 0'•A �r '• IF 1 ZzROFFS5� �•,® `�®C'►iiii8li1141�� 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. coCD co z z M o i zo r� QN Q 0 U ECU 00 H Z @ oa E o¢�z wa CD N L¢o < p -W (� z U U rot O OK Z ,' Zy Cn 9 m ¢ ° Q W z to i_v� t % o a z o W W v G o . z z 0~ Wo CDa w I� � _< °� C O 0 .N d. ^L1 W x N .-. -I O v� N 11� m "0 � TeW c � f� I� Z O T L O r J.. ( T am T M N 3 N �i i o Z ro Z E p N E 2 6i cc 'a 16a c JOB NO : 19-5900 SCALE: AS NOTED SHEET NO. D1 3 t I CN z CN n v c Q X. I a: s a o: r a a t z CN r- C a .z Z -3 Q cz C n E F a E c x C a v EZ E E C C v L ,a E a a L c a ti 0 c c� H-; cc a Q C, C, r a L 4 E a v ^' ^ ") WEATHER JE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER �V TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING M 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 39'4' 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 �Y113;��I�71 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 314"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A 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 SELF -ADHERED FLASHING PATCH HERED FLASHING I� 10 10 F16 r© �`O I© STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. tDRIP SCREED PLAST 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 RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �+ (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SOFFIT/CANTILEVER 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 SHEATH ING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH 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 # 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 r - 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 0 C7 ,-- r� w co Z z m d N a� N c � O w ~ N�0 �N o �m W o 8amp ul ... i ii o � r• 0 O O N� yy o Z (A LL o E, w w III ` a w a > IW�>=LLo�a 0 o Z cN�aA 'mo won ZG LQ✓67 Gi il 0. U [- Q CV M ao 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M w o LL_ Q E- E Q zffi W O z Zm Q N Z® p CL U00 a O C:) L a o Q wZ rr l� r0 ::3W a O z 0 U WOJ m 2 O Zy of 1m Z 4W 3 ? LL �o a mw U �o �k O �W ; �� cl' u s� zla L � O0 3 �O 0 4 nL W CN � N .-*� -� O O /11 m `V Z T LO CN T N '�' T ui M y CO CV N � o Z z N E m e o a m U � Q p r_ (1)a _J JOB NO: 19-5900 SCALE : AS NOTED SHEET NO. W P N CQ (3) +� > U CU =3 Q O Q U Ri Cn e r O 0 March 20, 2018 = Q Q U co p > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes .� U Q To Whom It May Concern: �„�_ ``CIO ^^ Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that .0 . � V ) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method far Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties, [CC Evaluation Services (]CC -ES) revised AC13 Acceptance CrNeria for Joist Hangers and Similar Devices in October 2016 m incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 [-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 6/3012018 when d will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099; Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P'.E., LEED AP dvdBDW Engineer, Southeast U.S. Branch Pagel of Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 072.542.4139 www.stronatie:com W/�� W z �_ O L� O L U O ^^L I..L. V� W W W z J z J SHEET N0. J PA 1.0 .»"- A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2808 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H D216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD28 F 3 . L172 22 ESR-3445 HU28 FL10856.3 ESR-254 9 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC4410 FL11468,11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA18 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 FL10458.22 ESR-26f3 HTW20 FL17244.5 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTNrJO FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 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 cdnsVuction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1, EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL204g1.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL.ZOggt,g +87.0/17.0 psf ThermaTru Firber-Classic and Smooth -Star (NON-IMPAC'D FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI Windows and Doors Series420 FL15332.1 - FL15332.5 +40.0/-40.0 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 NfindCode Doors W5 (16X7) FL15279.53 +30.D/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42:0 psf Clopay Building products Residential WindCode Doors Vv8 (16X7) FL15279.102 +37.01-41.0 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 VYindows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 Ft239.7 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 5764 FL15353.2 N/A PGT Series 5500 FL281.1 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 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 NIA Boral Tile Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032" Aluminum Gulftok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6, STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 • FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate uct approve l at Ian review. I understand that at the time of inspection of these products, the followin information must be available to the inspector on the P pro R P 9 P 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 �a O L _ (� � -1.- Florida L O Q O M -0 LL skm N U) cz cn O L L O LL .� 0 Co O O N 1. L L O �e O U Y) O }( '� W `� O Q O L W a Z Z Q J SHEET NO. LPA 1.1 Florida Department of Business 8 Professional Regulation Page 1 ors Florida Department of Business 8 Professional Regulation Page aora Building Codes and Standards +v1v7o+a Building Codes and Standards +tiiv201a Fbrida Department of Business 8r Professional Regulation pq,., a, Florida Department Of Business &Professional Regulation papa, a, Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Product Approval Application Detail t/Nm+e Building Codes and Standards Product Approval Application Detail +lvm+e Ii�,q Sc4g4. ypmjga Manufacturer Enuty or gomae! Enolneer BLleenae Validffied 8v &JttP P34 Validated Submitted Data Pendlna Bea FBCAmroval Aaprovod stews coda 7Y8.0 Verelpn Mar�ufecturor Ehnty or confess Enalnear aLlwnae YffiIdffiad 8v g;�g Jjg(q Date pammra YallgPt4S Submitted FBC Approval p1q, Aoeroved g)pglg 1 Revision 2017 Therms-Tru Corporation Category: Exterior Doors Subcategory; Sv4ng}ng Exhrta poor Assemblies Compitance Method! Evaluation Report from a Florida Registered Architect or a Licensed Florida Praesslonal Engineer Rlck VmgM Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (419)298-1740 PEd3409 (813)767-6565 Hckw@iiwbidgconsueaMs. com 10/15t2017 07/72J2017 1o/182017 12M22017 Approved Revision 2017 Therms-Tiu Corporation Category; Exterior Doors subcategorySvNnging Exterior Door Assemtilles Compliance Method: Evaluation Report home Florida Registered ArchBed or a Licensed Florida Protessbnai Engineer Rick Wright Lyndgn F. Schmidt, P.E. Ryan J. King. P.E. (419)298.1740 PE-43409 (673)767.6595 rtckw(�rrvbldgdonsutlems, com 11/13t2017 1?l1312017 12R1/1017 g2n312D18 Approved �' 17f8 VMIDa Revision 2017 ( Thenna-Tru Corporation Cahaay: Extorter Doom SrrbGeaaerY: Svdrpkp E:derbr DoaAasmblba Compliance Melhptl: Certlflrstiorr Marker lhtlnp ggaggt WNdabd av Rick Wright Na6onpl Aoaedltatlon8 J. ltln P.E. Ryan 8� (419)298-1740 Managernom inetltuto (813)787-8566 rtdaN®rtvbWpoonau8m,b. com � � validated smbmuw 72f2W2017 8g21PL017 � l 1212212D17 Approved � jj)pg VMlon Revision 2017 l Thenhs-Tru corporation Calppry:6Mrbr Doors BnlrCaheory: SwPgkg Etdatbr O�rAssmblbs Complfarba Maend: CeNPratlar Mark or Lbtlnp i�at SnelnaraLkaroa Veud.hd av Rick WHBM Netlonal Accreditation 8 Ryan J. King, P.E (416)2�-1740 Management lnaMute (D19)787-8655 r',dw®rwbldgconeuPent& mrrl � Dow Posaffinis � SubmWad FBOADDrMW 72Y20R017 09V2112017 � Esoeovw 72f22/2017 Approved �t,tita4$t ' -W r ,..,. mduas- _...;, , ' . .. . :, ..: • ,.::. :. .," . `" F d2nIISi' mdu'st .. BafJ�dP. 1J,4F Cue�tvAeaurapce .Approved for U¢e. Sgorowdfprtlae L8Bl69gt Deeion D Ilty Aaeurencs Approved for Use Approved forUse Im petit Deal on Quaw AoorWad lorlNa AoarmrMMUaa gp Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLSi3t924U ratio Entity or nnte version ltagdaobdu[ Qaotad EaoleauA lJranu Revision 2017 James Hardie Building Product, ac. Pkrgshong Zhu Ronald 1. Opera Category: Panel Was (909) 349-2927 PE-24121 Subcategory: Sldhg pingshanztwllijamashor Compttsnc t Method: Evaluation Report from a dle.corn Florida Registered Architect or a Licensed Florida Profeasbnal Engineer P1.011319M Products 922E Product Maid. Number or Romp Pik 2 HandaPlmk Lap SMng flbert nt hp oWlrg FLEl210M RM mma veadaa d are[ Revision 2017 James Hardie Building Produces, Ina Category: Panel Wells Subcategory: Slake Complancce Method: Evskutiion Report from a Florida Registered Archlbod or a Liansea Florida ProNasicnal Englnser EUUI12L4BLE educts Sant Product Model. Nuntus or Nana 2 HardePNnk lap aiding Pow 1 or 1 I/srmm 20 Iota Data 20 Ydltl�m vatldetMl Submitted FIIQAmlalul A4... d SM4a John Southard, P.E. 0812612017 08IM017 m12872017 tatiow7 Approved (352)367-2526 mpg Aggrieved for Use Anproved for Use amact 219M Contrast Explistion Data lOJJm OutsideiiDli R"tad Pressure 12/312020 Ws Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enft or contact Ebalaver&Loonies Pingsheng Zhu Ronald 1. Ogawa (909) 349.2927 PE-24121 pingsbeng.xhulj)loorwher dla cam Product DMd flber<ement lop siding t John Spurned, P.E. (352)357-2526 Psw / ate 1 +mym1S Rik 120 Data Pending 20 Validated Submitted F&CAaaresel Amxaeed ANSI o&252017 08IMM17 OSRS2017 10/10=17 Approved 9WdooLAaymafd Approved for the Apswaved fw Use broad Deakin 1n outetchl, Re*b M Primmu 12/31/2020 Yes Ye■ NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLA115211134113 QM d:nft w Male X+Eallm Q ld E 51Bdm: Revision 2017 MI Wmdova and Doom Brent $danger Luls R Lomat, PE Category: Wncoea (717)36533W PE-62514 Subcategory: Mullions, bsNYnger®mlwd.cun Csmpllonce Method: Evaluation Report from a Fbd& Registered Architect or a Licensed Florida Professional Engines FLl16253R3 Produete hid Product Nadsl. NrmMra/Lma Product Descabillpot 2 6764 VemCM Aluminum Mullion Paw t of t Florida Deparbnent of Business & Professional Regulation pars f b l Iimalo Building Codes and Standards 1162018 Product Approval Application Datall 201 di DstoPsnc1mrp 21M V■Itealad an Valliclated submkw FBC Atomoval Aaaroved AMR Steven M. VIM, PE 102=017 101162017 101252017 12/122017 Approved (717)317.8454 Dueller Assurance A—sd her Ule nrarovtl for We Immd heap Combed Expiration Data InHyHZ outmode RIM, Prenure 112/312018 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 e 1 1/Mie B11D272 0 220 Firm W 41111 !dt pate Pendno m Must Version mauldfa M co"tsd Enolseu#Ikea@ VmlldsladBy veYdstad Submitted FBC; Assistant Auaeed Btaba Revision 2017 Abide Nick Thompson Lyndon F. SchmldL P.E. Ryan J. Kipp, P.E. 1010414017 10/03=17 10/112017 12M22017 Approved Category: Panel Walls (330) 922-2389 PE43409 (813) 767.6W5 Subcatsgpry: Softks ndmi psonitablde.am CompRma Method: Evabatim Repot as a Florida Registered Archlb t or a Licensed Florida Posesbnal Engines BAINZIALModua Calhv Aseumica Aenrovadfpr Use Approved for Use Dolan Spa S Product Up". Number or Names Product on Contrad Mocindlon Dato Ia.tilflli oubme Pressure 1 a. &qub;2T&gat SoiR Vent or Solid Vinyl Boflt 12/312020 No Yes No WA FL/M1R11 991111111 Eager or elms gala Dift Ferrante 219 T2m version dui Co4tlGt EnaaaoriLkonxa VobldatedBy Malldttad gym FBCAoennal Aamsnd Militia Revision 2017 PGT lndUWI ► Dean Ruadr Miam4Oede SOCO-CER mondoede aCCO-VAL 12M512D17 11/1572017 12AW417 Approved Cosgory: Wndcem (941)488-0f00 (786) 315-2590 Subcategory: Muaorm dmark®pgBndusMu.twm CompilahoeMethod: Codification Mark or Luang PLa2614N1 Products 9YlIbCAH4ntma Aoprovtl fpr Ilse Issued Palm Sffil In HVHZ Outside Pntfavte 1 MUNlone ferAfi Doom and Wn %"m Alur ism MuNone 05126=1 Yes Yes Yes WA FLE14272-B2 code Male venam liamdachEu Ravisher 2017 Abide category: Panel Vvas SubColiall Sofia Compliance Method., Evaluation Report from Florida Registered Andlecl or a Licensed Fiore Professional Engineer F.114112724til Products MA Product glow. NLMAW Or 2 b.&gwAfflenee T4&quot Sofit Florida Dsperhnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pops 1 or 1 1=18 Errmv a R111 Rik DAN Perram Dds Qeffimg Emlinaerdki,lamma Validated! By valldated Submitted PBQAammY Aguoved At" Nick Thompson Lyndon F. SchmK P.E. Ryan J. Kmg, P.E. 10/04MM7 10/m2017 10111r2017 12/122D17 Approved (330)922-230 PE-43409 (813)767-0555 nthourpsonQaalde.am Quietly A■auraneo Approved for Use Aeaovod for Use know germ Freese! Description COFAMct Expiration Data In HV142 Outside d pressure Vent or Sbld Vinyl Son 12/31amo No Yes No WA Florida Department of Business & Professional Regulation pays + a l Building Codes and Standards I/52o18 Product Approval Application Detail Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Paget r i //alao+s Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 a 1 i/5rmte )rj�232111,11111 921111. jfintlb a ld 10 DidaPandina .tom Qede EI7ft 2ift 211112 Dots Pendino 2OR FLa16918R2 226 snow r 1a 20 Dab Fairchild,gla Ina vyllffi gmaCF Validated By valildlMd S4lmated PW Awl Approwed smIYae versionKmubAwwEmahmosir a Visitors Validated By vet automated PB.AppLQYal Age Rom mm vMal$rt IE1nuf"Itu aL Contact Enaawr i Lkmm Validated By FBC Approval Approved allo Revision 2017 TAMKO Buk&ng Product, Inc. Nord Eden Zachary R. Priest Loire Sweden 101192017 IQW"17 10202017 12f122D17 Approved Revision 2017 L.V. Thonpoon, Ire. dbe Thompson ArchlNduml Tony Christman Zachary R. Peat Lodm Bowden 1011012017 101102017 10/172017 12f122017 Approved Revision 2017 LV. Thompson, Imo. dim Thanpson ArdNNdural Tony Christman Zachary R. Priest Locke Boyden 101102017 10/102017 101172D17 12I72/2017 Approved Category: Roofing (417) 62W044 PE-74021 (334) 300.1800 Metob Company (TAMrO) (813) 248,U% PE-74021 pu) 3w1800 Metals Company (TAMCO) (813) 248-34% PE-74021 (334) 300-t�tl Subcategory: Underloymems larrt-edenillteniro.00m Category: Roofing 1aY®9onaNlroolm9.com Category: Roofing tany@garatatoofirgm ComplNna Method: Evakuibn Report from a Subcategory: Roofing Accessories that am an Bobcat"": Roofing Accessories that am an FloridaRegbsmd Arohad or a tkesserd Florida Integral Part of the Roofing System integral Pad of the Roofing system Prolesoma Engtas ComplNesa Method: Evaluation Report from a Compliance, Mahal: Evaluation Repadfrom a Florida Registered Architect or a Licensed Flomda - Florida Rogbbmd Architid or a Licensed Florida Professional Enrkeer Professional Engines gm,E Product Model.Nranberan Norms HIaItaL A-ramd fair Use Approved for tas Imaged Dalan Product Description Contrast Expiration Dam In"M outside Rosbft Prraure 8 No. 15 UL Asphalt saturabd organic fee 01/072019. Yes Yee WA WA QuallbrAssm Approved for Use Approved for Use a Design Quality Assurance Approved for this Approved for Use 1mPEet liosim Aft" InHYJ1Z Oulsick.HYM auama Pamma A21JE P1ggildMeew.xaeanprwm. pigContract Expiration Data InItyli2 gladtlelfmi ! Frseaunt 1 TAMCO Flat Top OffRpge Vent with Berns for TN 2e go. st tie roof vectiotorwith balls 09M92026 Yes Yes NIA WA 2 TAMCO Gooseneck Vent 2698. 09/09I202S No Yes WA +01-52.5 Florida Department of Business & Professional Regulation Pad l e i Building Codes and Standards 115=5 Product Approval Application Detail Fu16916.R2 9911a Entity or gas 20 Data Pmdnp 21K um version llamlhstantr Qmtad ErAh la r4m VaticloMdBt Valli D1mmmW FBC Associate AID Staaa Revision 2017 L.V. Thonpow, Inc. dies Thompson Architectural Tom/ Chd*mn Zachary R. Priest Lode Sowdsn I OII 2017 IOMOJ2017 10/172017 12/1=17 Approved Metals Company (TAMOO) (813) 2483W PE-74021 (334) 3W-1800 Coiepo7: ReoMg herrQgornstahoMg.am BubCategpry. Roofing Accessories that am an Intermit Part orthe Roofing System CanplWm Meted: Evaluation Report from a .Florida Registered Architect or a Lcensed Florida Professional Engines Quality Assurance Aotamedfor Use 1mBegt Donlon in& procluot MOM, Member at loomes Pf6dd Dostridlaim Contact Expiration Daft in HVKZ 2wwdLmm 112wifilad Pressure 4 TAMOO Round Top ORRtIge Vent With Berne for Tile 26 g& static roof ventilator with baffle 09/09r2028 Yes Yea WA N/A EUR USR1 Code na! Assign Mantiftew Revision 2017 Florida Metal Products Inc, Category: Roofng SuhCatagary:. Roofing Accessories that am an i IPart ofthe Roofingm SYoN Corapcap lancs Metllpd: Ewivatia Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P11 Products Sn& Ptoduet Modol. Nrmbaroraama 3 3 - FLAMCO &quotRV 10 Ridge Vem&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pope I oil Iimale slow 9ft go Date Pmdla 21M C1ffied vatteattl By Validated shammed PBQAgg[mil H Stags Clad Jones James L. Sucks, P.E.Q Michael Jim Mercer, 10252017 1/1105/2017 10272D17 12MZ2017 Approved (904) 783.8400 CSUCK Engineering P.E. clarkafisnnce.cem PE-31242 (561)414.7557 4faItaC.6egu.. Approved for Use Approved .ImLlsa Imaged Dfalas Pry BeadIDlm it 111111Z Outside S8latad Prmgre Aluminum Ridge Vents for pried rook fabricated 121312020 No YN No WA from oti25Abmhum Florida Building Codes and Standards Product Approval Application Detail Pape 1 of 1 1172019 Cade Entity or Date Data Date Po idinc Data Type Version Manufacturer Conte& Emmmem & License Validated By Validated Submitted FSC Approval Approved Status Revision 2017 Lomanco, Inc Andrew Carter James I. Buckner, P.E. Steven.M. Urich, PE 04/09/2018 42118/2017 04/1512018 06/122019 Approved Category: Roofing (501) 962-6511 PE-31242 (717) 317-8454 Sudtcategory: Roofing Accessories that ,a an aesuteralpma—oom Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida. Registered Architact pr a Licensed Florida Professional Engne ,. � .-s ,t t.. � ,,, � 1 , 3. .: Quality, Assurance Aompvad for UseApproved for Use imoaot DDe,silan Sea9 Product Model: Number or Name Product Description Contract Expiration Date In HVHZ Outslae HVHZ Resistant Pressure 1 Deck-AlrTM DA4 Low Profile, Pdypropylene. Plastic; Roof Vent 07/102021 No Yes No +97.5F97.5 Mocnanicaly Attached to,Plywopd Deck, Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards irs/mle Product Approval Application Detail IR.t131924W � Enthor or go 20 Data portdwA Ram mm mmtacw Submitted Revision 2017 James Mardis Bulkling Products, Ina Finger" Zhu Ronald 1. Ogavaa John Southard, P.E. 0825/2017 08109=17 080MI7 10/10/2017 Approved Cosaay: Panel Wags (909) 349-2927 PE-24121 (352) 367-25M Subcategory: Siding pingshenpzhu�emeshs Canplanm Motiad: Evaluation Report from a dle.own Florida Regbtered Archhea or a Licensed Florida Prof nebnal Engires 91aRvAagreom Aaa[emlfor this Approved for Use Imaaad Maker ,594E Product Model. NurawrorNara AntlYtlE t Pa:ssure, 1 CsnpNrlr Lap Siding 8bercemaM lap siding 12/312020 Yes Yes WA WA Florida Department of Business & Professional Regulation Pepe+pri Building Codes and Standards it m+a Product Approval Application Detail Fta10124-Res cock, Entity a Zia Pate Date Parretti Data Iag! Yankee lfiscutcorrir contact Emilmser &Lams Validated By Vlldided Submitted PECAN Aporand Am& Revision 2017 GAP Michael mob Robert Memkran John W. Knew", PE OWTIZD17 0212=17 OW 2017 12712I2017 Approved Category: RooMp (800) 7663411 PE- 0166 (954) 772-82M SubCo agory: Asphalt Shingles matbh®gar.wm Corrp ants Msaod Evaluation Report from Florida Registered! Architect or a Licensed Florida ProNeebnel Engines QU&MAU Approved for Use ADMWM filf Use 111i Dealers IKE Prod0lModel.Number orNoma PnoductDoiscripbon Contract Expiration Dais InddARg Outside xvtlz prmwm 1 OAP Asphalt Roof Shingles Flasgtess reinforced Stab, lomMalK Stab and 10202018 No Yea WA N/A hiplridge asphalt shingles Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail M916916R2 gawk fndk or Nile M,m:19a manufmow Esau Revision 2017 L.Y. Thor peem. Inc. dba Thompson Archlbedural Tony Christman Zachary R. Priest McNb Company (TAMCO) (813) 24&3456 PE-74021 Category: Roofing tanyCgur aNNooMg.com SubCstagnry: Roofing Alxxesoras that am an Integral Part of The Roofing System Compllsnes Mashed: Evoluaflon Report tom a Florida RegMered Archied or a Licensed Fodis Professional Engineer FL#IM84t2 Produces OmaE Procludillociall. Maribor or NommeErSelatg�ditllaa 3 TANCO OR -Ridge Roof Ventwth 8a1110 26 ga. state roof ventilator with "mood balls Pepe 1 of 1 115=18 RO gift Daft pandfiva ROM Youdb w By VAINde ad Submitted FBC Acaprond Apprairld St" Locks Soeden 1WOM017 10H012017 11/172017 12/122D17 Approved (334) 300-1S00 Quality Assssins Approved }anuse lggagt gDBiaa conftdEmwmumpmb 1BHVI'a 4radtat➢21Z )fit Pntea4nt 091092028 Yes Yes WA WA Florida Deparintent of Business & Professional Regulation Face I of 1 Building Codes and Standards +/52018 Product Approval Application Detail FLWW4tli 2211111 Raft or Doti data. Date Pandora Dpa TYg! V-1 nonutKum Contact E,,k—aU— VatidatsclBy Validated g PBQApmavl Approved At" Revision 2017 Sorel Rooft / MonbdPubie Thomas Jemmett IAPMO Uniform Evaluation Gary W. Wader 10M=017 10/08=17 102112D17 Approved GNgow. Roofing (602) 2694288 Services LLC. (205) a54-0160 Subcategory; Roofing Ties thomas.Iamrarateiral.co Companies, Mahtl: Evaluation Report from in Produce Evaluation Easy Prack" ELa7S49R11 Causing ALLl — Approved for Use Approved for Use Imaged 2wilm gm,E Product Mattel. Number or None Product Da dglgg ContractExWmten Deis anHYM ouNkN HVNZRomisturvt Pressure 27 villa .800 Medium PoBN-Denver 1010412018 No Yes WA WA Florida Deparhrrertt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw 1 oft , N2a1e Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application befall Pw i e i V52o19 Florida Depadirlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pala+ of i 115rm18 Florida Deparbnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pace 1 or 1 +/erm+a )3OYS49-Rti 296 EIVAN 291 291 DOW Pondfilres data FL 11 2291 En tar safe 21M Dab Pend 21H PLEla"104"t latle Entity or tea 12ea cgs 20 FLXMWI Qea Entity or 291 2 a Date P n.m 20 LM versionManufacturer Cored Espresso aLicense Validated By vaidew A11 !lam ApPlaafd imm 11011 Vora" Manufacturer QoMod EnaimaraLNaao VaNdIMBy VolklidedD.d FBQAncuovar Ate" Awn Must version kknufwA= contact FrialimW&LIceirser VtlidatedBY validated submitted FOG Approval AeB®ns! S,Mfm Ins man[- mumEhwtww Espouser aLaenm Validated By vat Sub FAGA99tod AID abba Revision 2017 Boris Roofing / Mo"lod&1W Thames Jackman IAPMO Unfiom Eveiustion Gary W. Wearer 101182017 10106 017 1021/2017 Approved Revision 2017 8=1 Robing / MonlarLNetN Thomas JmaneN KPMO Uniform Evaluation Gary W. Wass i (VISM17 110MO 017 102irm? Approved Revision 2017 Sorel Roofing I Monisltlfetlk Thomas Jemmot IAPMO Uniform Evaluation- Gary W. Wader 101182017 10/OB017 1002112017 Approved Rovisibm 2017 Sorel Roofing / Monbd-Neaa ThomesJenlmet KPMO Unarm Evaluation Gary W. Wader 10M&2017 10/CM17 tO21=17 Approved Category: Rod" (602).269-2286 Services LLC. (2051854-0160 Category: Roofing (002) 269-2288 Services LLC. (205) 854-0180 Cale9ory: Roofing (802) 269.228e Services LLC. (205) 854-0160 Category: Roofing (602) 289-T288 Services LLC. (208) 889-0180 SubCebgpry: Roofing Tubs donra4.lenptellQbpral.ce subcategory: Roofing The thoraa.lemmett®berat.a SubCeigory: Roofing Tees tamaalemaltcborel.a Subcategory: RooflngTiba momaslemmet®borai.ce Compliance Method: Evaluation Report torn a m Canprlsna Matled: Evaluation Report from a in Complianoo ld-0 , : Evaluation Reportfrom a in Coro plarme Memtl: Evaluation Report from a m Product Evaluation Entity Product Evaluation Entity Product Evaluation Entity FL87804tii Prock Product Evaluation Eery 1L117 FL 71404 I Produce Quoins Assurance Al for Use Approved for Use Jmped gaup" FL/78494til Products gyaggLAgyrepya Apareved for Use AoaovedforUna longed amiug a% Quiet, Assurance Approved for Uaf Animated ter Use lidded dtWa4 MtProtlrNte areNhr Assurance Agormted for Use Approved her UseDeal Product Social. Moniker,or Name Pradoost Description Combed Expiration Dab In HVHZ tieaataN Pressure. Deal Product Model. NffAw or Name Product Description lB."YK Outside Resistant PJ�JInt $ffil ProductDooplotion Contract explosion Dab In HVHZ 5219§We.HYtli Resistant, P[lm+re $e9.E Product Model. Number orwma Product Contract Expiration Data In HVHZ gJltama gnkftg P.ntuunt 28 vwa 900 Medium Profile -Lake WOas, FL IM0412048 No Yes WA WA 16 Saxony am Felt Proflle-Ralto, CA IGM412018 No Yes WA WA 17 Saxony 900-Country Stele, Hartford Slate, Shake, Slow, Flat Pmflle-Stockton, CA 101042018 No Yes WA N/A 18 Saxony 900- Country Slow, Shake&anp; Sate Flat ProtOe- Hendemon, NV 10042018 No Yes WA WA Split Old English The" Florida Department of Business & Professional Regulation Paw i e T Building Codes and Standards 1152018 Product Approval Application Detail Q2111e lerIgw aft 21K DabPendrra Of Muni Monahan ttamdwtaoc Stead vandAwBy Yard Submitted FBQ Agairoval ARI!lmad Stan` Revision 2017 Bored Roofing I MoniodJ lc Thomas Jan■at IAPMO Uniform Evaluation Gary W. Wader 10118=17 10 082017 1021=17 Approved Cd@M: Roofing (602) 2W2285 Services LLC.. (205) 854-0160 Bobcat.": Roofing Tiles tama&lamme8@boraLa Comp(hnss Mearod: Evaluation Report from a. in Product Evaluation Entry FLt78494N1 Products MCA-- A .igia! A,,,,,d.forUse 1lB�l Dedm Dlg.E Product Model.NranberprN■me In NvNZ outolds Rat Pleasure 19 Saxony 900 - Country Slag, Shake, Slsa &amp; Spa Fat Poflh - Lake Wales, FL 10/04/2016 No Yes WA WA Sake Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw t or t I Florida Depardnent of Business & Professional Regulation Fear I of 1 115120t4 Building Codes and Standards 11562018 Product Approval Application Detail I RM EntM or Dab l$a Date Fandoa Dow 1111112 version l Contact EMLta auk Varidaw1y Matdated Submittkd FBQAanretl Alstaoved ittabs pmwbn 2017 Bowl Roofing / MonbrLKste Thomas Jammat IAPMO Unrorm Evaluation Gary W. Welker 10/1&2017 10/08/2017 1021/201T Approved Category: Roofing (602) 209.22SO SWIM LLC. (205) 854.0160 Subcategory: Roofing Tees trormajomaltaboml.a Complana Method: Evaluation Report from a in Product Evaluation Entity FW8494011 Products BBE Number o Prod eMoist. Moms Product D000dntar 41W�GAtlationDurance, 1mWcf e shen APressure ID-tl.1Qli 4.tOtiB 20 Saxony 900-Shake ramp; State Fat Profile -Lathrop, CA 10IOM2018 No Yes WA WA search Crkwb Code lEnter or (& tea Des Pandoa go nree Morajm jilligidifiligififig Contact EmtanrILicarM VaOddad0, VaNdated Submlmd PSQ9gueN Approved $rates Revision 2017 Gkfal Protcctlon Products, LLC. Tim Robinson WatarA. TMt Jn, P.E. John W. Kneievidl, PE OBAK 2017 08131=17 09/11M17 12/1272017 Approved Category: Shiner (964) 689.7545 PE-44167 (S") 7724n4 SubCeep pry: Storm Panels fim.robkaon®gppem.oann Compliance Method: Evaluation Reportffam a Hondo Registered Architect or a Licensed Florida Professional Engineer Qualliv Associates Amroved for the AemraodforUm WRIO Deskin $9a.E ProdetMalel. Nrmberor NomaProduct Description Contrast Expiration Date In HvHZ Gutride HVHZ Resistant Prmmto 1 20 Gage Gslvamzed Seel Storm Parmlaff FlZ Corrugated GsMmiZed Steel Sturm Panels mated 12/312019 Yes Yes Yea WA or not by tracks N provide huntcaa promotion. Florida Department of Business & Professional Regulation pope i of I Building Codes and Standards 11=18 Product Approval Application Detail Suteo76 ace COO Endby or WE go Dab Pending 291 Int Mention Mmuf chmr contact Encd—Auame Validated Or valued Submitted PBQBgaroval Approved am& Review 2017 Global Pr t.Won Products, LLC. Tim Robinson WalterA. TW Jr., P.E. John W. Knexevich, PE 09MOM17 05/312017 09/112017 121122017 Approved Category: Shuem (954) 6847548 PE-44167 (954) M-8224 SubCet gxuW, Stain Penes tim.robnsonQgppentcom Compliance aMhod: Evaluation Report from a Florida R09WWW Archtect of a Licensed Florida Professional Enginear BALVIONLEmdom Quallear Assurance AQp[ered for Use Approved for Use timed geetm �#1 Product Mom, aunrbor or Nara Product Oomrioaon Conrad Exotraaon Daft in HV14Z D tad Pmam 2 24 Gape Galvanized! Shml Stonn PaabINHVHZ Corrugated Galvanized Steal Storm Panels retained 1213112019 No Yes Yes WA or not by traces to provide hurricane protection. �r C- ++ �✓ O CL O T! O . � co U -0 ^ I..L. Cn C:) 0 O Q _� W O U— '^ / v_ a) � 4-0 1✓ /Q1 1— 2. —0 2 VJ Q Q z z W J (n C0 C"a"' (1) CU U W 0 Sum CL CU a— U Z5 O 0 N V m W z z z a J Q SHEET NO. PA 1.2. IS , Florida Department of Business & Professional Regulation Page oil Building Codes and Standards 1171l Product Approval Application Detail Cde now Entityor i'linsommmmm y�(,@ �e Data Pondno Data TTvp- Version Manufacturer Contact Engineer & License Validated BY Validated Submitted FSC Approval Approved Status Revision 2017 All Amedcan Shutters and Glass Mike Barblerl Frank L. Sephardic, RE Troy Bishop, P.E. 0420/2018 101 04202018 06112(18 Approved CategoryShutters (561) 712-9882 PE-0046549 (954) 947-0860 Subcategory: Storm Panels mlkebBellamericenshutte Compliance Method: Evaluatlai Report from a ra- Flodda Registered Architect or a Licensed Florida Professional Engineer -Approved tx,wmv Assurance for Use Approved for Use Impact Deal - gal # Product Model. Number or Name WoduM pascrlpdon Correct Explrellon Dare In Kv its Outside HVHZ Festatant Pir.-re 1 24ga Galvanized Steel Storm Panels 249a Galvanized Steel Storm Panels 12/31=19 Yes Yes Yes N/A Florida Department of Business & Professional Regulation P64P 1 of t Building Codes and Standards tall Product Approval Application Detail Bads Eddhfsc Ron light Data perdl. go Min Version NhmLdwdu- Conlon Montreal aLlceu vana.mee Validated submitted FaCAIm[oved Awlsyd aeons Ravisbn 2017 nW Building Components Group Inc. Stuart Lewis ICC Evaluation Savka, LLC VMM M. Ranker, PE 0Wi W2017 OW072017 ORM12017 Approved Cablear 8tnacturr Compore ras (847) 918-6473 (407) 681-1917 subcategory: Tmss Plates sbwkQafpineaw.com Conpgeruce Method: Evaluation Repodfrom a Product Evaluation Entity runsiall Products Quarter Assurance Approved for Idea Approved for Use bog 2aft alst Product Mol Number a Name Product Deistical rhes, IBtmii ou ae.Mlmi FJJrsavrs 4 ITIN BCGIAIpie We- Mew Centel PMes 1211 Yea Yea WA WA aemk ow Florida Department of Business & Professforial Regulation Page t a1 Building Codes and Standards 1151 Product Approval Applcaton Detail n*21974M Bade &WW 292 Pak R laic Ina Vmlea migaidegum contact Enablear, Ar u a ValidatediL Y auhadEd 113C Aacrovell Annmsd alma Review 2017 MITek Industries, Inc. DWW Wert ICC Evaluation Service, LLC ICC Evakutlon Service, 10/119=17 10/19=17 102212017 Approved Category: Structural Conponems (314) 851-7480 LLC. Subcategory: Trues Paves dvaudGmIl.com (205) 509-9800 Compliance Mslhed: Evaluation Report from a Product Evaluation Em9y, J]A1S7411 Products Approved for Use Aa edfar this lit Dumas Alan Productilikidel. Rambilrorlilame Product In tCES outside, terminal 4 MI 2D ga. truss connector plate Mill Yee Yes WA WA B. Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards 11=18 Product Approval Application Detail 28311 FnbL$ Rea Rik Data Pending !La Min Yaelnnl tameless! contactEnghrerilJcenes Validated By Vylidsbd sulk Fes. Almrthd AMR Revision 2017 11W Building Components Group Inc. SwartLewis ICC Evaluation Service, LLC Naaam M. Ranker, PE 09/1W2017 OW072017 00/21/2017 Approved Category: Structural Campohhents (847) 91W-8473 (407) 681-1917 Subcategory: Truss Plain sbwheelp)a si(w-corn Compliance Maned: Evaluation Report from a Product Evaluation Entity FL#199MU Products Quarter Aelmsa AaeroNdfor SUse A.rma4 for ties Impact Rubm Ala PraBmr lbleL Nusnber or Name Product Dissodollon ContractExplindlon0aftIn HVHZ Coastal, Resident PJgMge 1 rl BCG)Ag ne Higher Shangm (H &amp 3) Mew Connector Pkees 11201 Yea Yea WA WA Florida Department of Business & Professional Regulation Page 1 a t Building Codes and Standards 15rm1a Product Approval Application Detail Igi2197Re Seed! Entity or Rea 21M DOWltin4Jga 2MA mm vMe14n allealitaidega &LkoJ Validated 31 Y agb Kbd Ill Anbro1ul AlaoromO awn Revision 2017 Mnak Induebbe, Ina David Wert ICC Evaluation Service, LLC ICC Ewluallor Service, i W192017 10/19=7 10/27/2017 Approved Dategaln Shuchxal Compensate (314) 651-7480 LLC. Subcategory: True Pill theansQmlLoo. (205) 599-OW Compliance Method: Evaluation Report from a Product Evaluation Entity FLN1174M Produr:es Quaft Assurance Anaroveld for use Approved .for .Lin lassal 229M aea! Product Model. Number Contract Explmftn Dab In HVKZ Goal pressure 1 M19SHS 18 ga. super high strempdi truss connector plate oltolll 23 Yes Yee WA WA Florida Department of Business & Professional Regulation Pagel Building Codes and Standards 115 11 Product Approval Application Detail PLa2f974M Sisk Edltlrs Bak Bea Dab PDMKM Bak muse V.W- Vandal Iliv Yam Submitted FlICeaaffi Aged sum. Revision 201T Mrrek Industrial Inc. David Wert lax Evaluation Service, LLC ICC Evaluation Service, 1011 W2017 1 W79F2017 10222017 Approved Cateea7: Structural Components (314) 851-7480 LLC. SuhCmagory: Truss Plaese denertQmLoorn (20115994)BW Compliance MaIII- : Evaluation Report from a Product Evarue6on Entlly, PL#21974t8 Produces Approved for Use Mika Imn96 l2esign Aga, Product Model. Number WNam product poserhAlon IRS oubm HVHZ Rmhtmt plasmgrs 5 MT20HS 20 ga, high stronger buss connector plate 01/012M Yes Yea WA WA Search Cf[IKIN Florida Department of Business & Professional Regulation Page l a t Building Codes and Standards sr20,a Product Approval Application Detail t31tl 20111. Entity or go 20 DAN Pending Ra Iynt Version jissideiggat contact Emll.miLicense valmdwBy Vel Submitted Fill Approval Ararsxd thin Revision 2D17 nW BmWkg Cvmponerds Group Inc. Sburt Lewis ICC Evaluation Service, LLC Warm M. Ranked, PE 091722017 090072017 OW21ill Approved Category: Structural Components (647) 9164473 (407) 681-1917 SubCabgory: Truss Plalas abvdaQelpaenw.lxtm Co mralance Method: Evakutlon Repod from a Product Evaluation Entity MM9esA/Pmdugrm Ate. AmmfYadf Un lmDaut Design sea.! Product Mods. Number at Name Product Dissertation contract ltikl)EKouwftHwa RaiNget P m 2 ITW BCG/AOM Hinge Plate Maw Connector Plate 12/1 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of l Iffidi P1221974M BPJa Eni t or 210 Bets Dab POWWA 129k M121 version 9MB1da ww Satdard P4eirwsr a Leepea VrMebd m YaIIOWO aJl4mkad FAC AWWtMW Aonr*V l $tile Revision 2017 Ill Industrial Inc. Dold Wert tCC Evaluation SeMca, LLC ICC Evaluation Service, lwli 17 IWIS2017 I(It 017 Approved Cassell structural Components (314) 851-7480 LLC. Subcategory: Truss PINes dwerb"Lmm (205) 59"m Compliance Method: Evaluation Region Nrom a Product Evaluation Entity P1f21974M Prrduces Approved for lies Approved for like Imald DLbm lam ProdclModal. lam miser W Nema Product Dalsorhisdon In t Bash presence, 2 MII 18 16 ga. truss connector plate D11012023 Yes Yes WA WA Search Critelli Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 1=16 Product Approval Application Detail nioa2rm Code Eamesw Dora 21K DMPI"d d 21k Lm vas 9m 1 So ElnWluecilisa t VAPA f d By Validated Submitted FW Accidents Aggrieved ahm Revision 2017 Weyertasuaer Rob BeldwN ICC Evaluation Service, LLC James A. Rodursul P.E. 0822r2g17 0&20/Z017 071032/117 Approved Category: Structural Components (253) 924-6476 (608) 839.1344 Subcabgory: Engineered Lumber Robert.SaldrNiQweyerha Compliance Mat hoch Evaluated Repot from a euum.Lrom Product Evaluation Entity FL Ili Products (hefty A� Approved For Use Aggrieved for Use bhM 29M aa9.! PmereFFarNY Number or Name Product Dissolution contmd Exdndion Ddo Inoubift NI N3 Fygsing@ 1 Mlaollem LVL Lan1na1ad Vsnw Lumber 031312019 No Yes WA WA Search Coal -11-1 N N Florida. Department of Business & Prt7fassiorlal R4igltlation Page f or 1 .� � � V BuStandardsg Codes and Standards tail O +� � Product Approval Application Detail L Q O Ba19994tfi ��1 vmwn Entail A Llicesse Valuated IN Mm tYoLdGUn[ Bed V $abmmd FBC Alga l A�d akba � � W -- 1 �✓ +, Ralson 2017 ITW Building Components Group cop. SWad Lewis ICC Evauation Service, LLC WMam M. Rental Pr 09/19=17 oW072017 022111 � � Co Caleggry: Structural ComponeMe (947) 918-6473 (407) 691-1917 ♦ IR V (n 8uhCa059ory: Truss Plates slewfa®alpmeflw.com (W `r U Compliance Nrhod: Evaluation Report from a Product Evaluation Entity O O � Coal Assurance Atonal for Use Amerieadfor UN ihroald ROM � O Sao! ProaratMo61. Numbered Name Product 1, HVHZ DUI"Hi9li ErsWIa 3 ITW SMApine Tril lr Mew Connector Piste 12/312022 Yes Yen WA WA O _ 11 •VJ � O^, W Lo- O i CU -0 .E- ^�� vJ Q Q Z Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcation Detail Page I Oil Irs2ots I z FLa21174M Bslk Enft CC Pak Bea Dab Pendno Rork Miss version tYmdalml ENbVAd CECdlaaal Ausigroved $Lamle Revision 2017 Mr hak Industries, Inc. David Wart 100 Evaluation Service, LLC ICC Evalustion Service, 10MOM17 10/192017 1027/2017 Approved Category: Structural Components (314) 851-7480 LLC. S sbCals": Trues Plates dwertQmg.com (205) 599-9BU0 Compliance Madlad: Evaluation Report from a Product Evauation Entity FLi2197-Ra Products Aaorovsdfawo Approved for Use baae9t Dulm Ann Produat Modal. Number W Meues Product contact Expkntlon Dab In.GUW".HM 1 Proteins 3 MT18HS 18lic high shangth truss connector plate 01/012023 Yes Yes WA WA Search 01111,11a Florida Department of Business & Professional Regulation Page 1 W I Building Codes and Standards IF"le Product Approval Application Detail mAww Ba code Effi+9Lss Bak 10 Data Pandteo gm IYae version Bfmdalrs[ Bates Eo 1- & License YMNiMad By YAW" Submitted FQCA -1 Approval aline Revision 2D17 V4wA haawer Rob Brdain ICC Evaluation Service, LLC Janes A. Rothman, P.E. 0022201T 06120=17 07/03,2017 Approved Category: Structural Components (263) 924&176 (ao8) 830.13" SuhCatagay: Engineered Lumber Robort.BaWwMQaroyefia Compiler- Mall Evaluation Report from a euaer.cemh Product Evaluation EMIy F1166274M Prgdueb Cluaffits, A� Approved for Use Approved for Use Deal usualIng Produgt Maur. Number or Nene Product Daeerlolron ream laf� !2 !Z Pmaars 2 Pastel PSL panel Strand Lumber 03312019 No Yes WA N/A 3-.h- Flodda Department of Business & Professional Regulation Page 1 d 1 Florida Department of Business & Professional Regulation Page 1 a 1 Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards Vill Building Codes and Standards Irs2o,a Buildingg Codes and Standards IFMIe Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 1gI4827412 220 Entity or � BSk Dab PWWIM � 19.e8a274M � EImf4L9[ 20 Rgk RmtWl. 20 Rl7Y4t102M EDll9LS[ Bak Bea. Debpsedke M121 Version Wa hfitim V V sgbmWd M AWeaYY A99�nd akba Lm Ymga , C&nb d E-1l &11Mme vrMeted By YfrlWaOW EaPmtlad PSC Approval AlaDbd atone line! vm19D tIQL � VrMred av aLammd > A9myd Saga Revision 2017 Vlkeyedhesmer Rob Baldwin ICC Evelualion Service, LLC James A. Reisman, P.E. o822/2017 08120/1017 07N3=17 Approved Ravbbn 2017 Weyedmuw Rob BaWwhn ICC Evauaion Service, LLC James A Rothman, P.E. 08222017 081 17 07103=17 Approved Revision 2017 CAST-CRETE USA, Ina Crag Parmc MbmFD"e SCCO - CER Mlaml-Cace SCCO - VAL 111142017 10/19=7 111121111 Approved Category: Stmcterr Components CM) 924-6476 (Bo8) 839.1344 Category: Structural Components (253) 0244 476 (608) 839.1344 Category: Sbvclund Components (813) 0214641 (7a8) 31&2M Subcategory: Engineered Lumber Robed.BaldwhuQweysdna Subcategory: Engineered Lumber RoberLBaMwMQweyerha SulmCategory: Products Introduced es a Beaten of cPartinoQ-rchete.cerrl Compliance Method: Evaluation Report from a eusel.com Compliance Method: Evaluation Report from a euwr_wm New Teldurokhpy Product Evaluation Entity Product Evaluation Entity Produces Compliance Yrhod: Carta -ton Mark W Lill FLN9274M Products Quallts Assurance Activated for Use ADDrytdfor Imsed EMI PUe6274M I rprA! Approved for Use Aon eatwtw broad pmim FLf1994t7g Produces .91agb Awmno Approval for tkeo Approved for Use Imeaal Reelaa 1121111 PmductMedsl Member W Name Product Contract eymmuon DeA In HVHZ Queside Jed Pee Awl PrtductMadel. Number or Nams Product Cescristom Contract Egoftedon Dde In HYM gyeskes HVHZ ! pry Bat Prgduet Mautr. Nrenher W teems an Data In Outside flull assistant Peesure 4 TJ Rim Board Structural Composite Lumber or Orlsnted Strand 03/312019 No Yea WA WA 5 Wrynerhaeusar Ran Board Oriented Strand Board Rim Dowd o3wil No Yes WA WA 1 High Strength Concrete Untsis 4, 8, 8, and 121neh wide IhdeN 09/1120i6 Yes Yee WA WA bead Ran Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page t of2 321i12O11 Entity or Date pate Dove Pending Date Code T- Version Manufacturer Correct Engineer & License validated By Validated submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Barden P.E. 10/122017 10/10/2017 10/172(117 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info�gulfcoastsupply.com CompDance Method: Evaluation Report from a Flodda Registered Architect or a Licensed Florida Professional Engineer list Quality Assurance Approved for Use Approved for Use Impact Resign tan# Product Model. Number or Name Protluct Description Comraer Expiration Date In HVHZ Outside HVHZ ResistantPressure 1 0.032&qua; Aluminum 5V Comp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Y- N/A +N/A/ over 15/32&quo, Plywood -108.5PSF 2 0.032&quo, Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A .N/A/ Roof Panel over IM2&qua; Plywood -11SOPSF 3 18quot; 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quoL, wide Roof Panel 04/122024 Yes Yes N/A +N/A/--137.OPS over 15/32&quo, Plywood 4 14l 24ga. VersaLoc 1&qua; VersaLac 249a 16S&blot; Wide Roof Panel 0411212024 Yes Yes N/A +NIA/ over 1513281 Plywood .138.5PSF 5 1&quot; VersaLoc .032&quot; Aluminum 1&quot; Versill min .032&quot, Aluminum ever 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1.5&qua; 249a. Gulf Snap 1.58.quok Gulf Snap 24ga. 16&qua; Wide Roof 04/12/2024 Yes Yes N/A +NA/ Panel over 15/32liquot; Plywood -116.OPSF 7 1.5&quota 249n. VersaLoc 1.5&quot Vereal-oc min 249a. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/Ar Panel over 15/1 Plywood -123.5PSF 8 2&qua; 24ga. Maini Min 24 Ga. 2&.ghd; Megal-oc 18&c la; wide Roof 04/122024 No Yes NIA +N/A/ Panel ever 15/J2&quilt; Plywood -108.5PSF 9 24 Go. Gulf Lok Min 24 Ga. Gulf Lok iti quota Wide over 15/32&quot; 04/122024 No Yes NIA +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/122024 No Yes N/A +NfAA93.51 over lx4 Wood Pudlns over 15/32&qua; Plywood 11 24 Ga. Gulf Seam On 24 Ga. Gulf Seem, 1 3/4&quot; Snap Lock, 04/121/1 No Y. N/A +N/A/ 16&quct; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel war 15/32&quok 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Comp Mn 26 Ga. 5V Crimp over 15/32&quot, Plywood 04/122024 No Yes WA +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Comp Roof Panel over 1x4 Wood 04/122024 No Yes NIA +N/A/ Purllns war 15/321lqua; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 168quot; Wide Roof Panel over 04/12/2024 Yes Yes NIA +N/A/ 15/92&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lek Min 26 Ga. Gulf Lok 16&quoL Wide Roof Panel over 04/122024 No Yes NIA +N/A/-63.5PSF 15/J2&quota Plywood 17 26 Go. GulfPBR Min 26 Ga. Gulf PBR Roof Panel ever 15132&qua; 04/122024 No Yes N/A -NIA/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 3212m1 Quality Assurance Approved for Use Approved for Use Impact Deslon Beg # Woad Model. Number or Name Product Description Contract Expiration Dale rt H Outside HVHZ Resistant Pressure 18 26 Ge. GuhPBR Mn 26 Ga. GulfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins war 15/32&quot; Plywood -151.7PSF 19 26 Ga. GUIfli Min 26 Ga. GulfPBR over 15/32&quo, Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. Gulfii Mn 26 Ga. G01i wer 1x4 Wood Purllns over 04/122024 No Yes NIA +NW 15/321lquota Plywood -151.7PSF 21 26 Ga. Gulfift Min 26 Ga. Gulatib over 1x4 Wood Purlins over 04/122024 No Yes NIA +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ge. Gulfft Min 26 Ga. GuNRib over 15132&quctl Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GuhR@ Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/12/2024 Yes Yes N/A N/A/ -159.2PSF 24 26 Ga. GulfRih Min 26 Ga. Gum(7ih over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +NW 15/32&qua; Plywood -164.2PSF 25 29 Ga. Gulf lft Mn 29 Ga. GUIfRib over lx4 Wood fill over 04M 2024 No Yes N/A -Ni 15/32&qua; Plywood -123.5PSF 26 29 Ga. GUIfRib N1n 29 Ga. GUItRib over 15/1 Plywood 04/122024 No Yes WA +N/A/ 27 29 Ga. GulRib Min 29 Ga. GulfRib over lx4 Wood Purins over 04M22024 No Yes NIA +146.OPSF N/A/ 7116&quct; O.S.B. -101.OPSF 28 29 Ga. GuifRib Mn 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/12/2024 No Yes N/A +N/A/ -116.OPSF search Criteria Coda Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Data From: ALL Data To: ALL ICU rage's O ICU all Cn O cr) L U O L V/ U m cW G z Z Q .J it SHEET NO. PA 1.3