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HomeMy WebLinkAbout39846 Harmon Grove CtP_! ALL WORK SHALL C,0"01.y \NIT''-, ''�?L `';:„',.ING CODES FLORID �;�.`i�.i�.l :, NATIONAL ELFC'_'' r AND THE CIT,� ,,, : 'i-iY ��fiLLS �A Z ORDINANCES RE, lr VV DAT Zi; %W'r" H14c PLAN EX#4 i NERA_11 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or RA. 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 FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator Be Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO 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 SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO 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 R. 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 LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or 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 or VTE Vent through Roof / Exterior 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 FED 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 WM. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3. 1 ELEV. Al -REVISED BANDS BACK TO I ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-19-20 4.0 FBC 2020 CODE UPDATE I = 17= 1 a INI *,&Ilk 118M 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 3.2 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3M 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 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. 11 1 .�• �f• 1ST � _�cG0�,7 f� •'. . 5 �C�' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlel 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 0 A 8 g d 0 y) d) -S'Go? a y F- t- w C, < u a X Cd 0 gLLU- a -6;; z'M4 0. iY W aNtO �'OJ rn T. IL d a 4, N Z y ~ N Z 6 L< W [7 1 V z z � z J V) lV CD 4-J co 0 V) LU C _w x U • ti LL f- E � Zo w fl a 9 Zo E � L Wg K Z C.2 rZ v N J tl $� it E W U QD .2 p J rn L° •C ^L` W O > U 0) .� A/ (D >0O r 0 C m C pLO 0) .� r = r--4. CD N LO r E c 0 C')Z z r O Yv1! 0- t°� G1 Q o c JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. C S O TYP @ 1 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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 18}X25} S.H. 13 20X38J 184X37J S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20X72 18+JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38} 26x371 S.H. 11-14 27JX501 26x50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27}X72 26X711/2 S.H. 22 37 JX 26 36 JX 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 3 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 } X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN - ELEV-B1 SCALE: Y4"=1'-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. Other openings between the garage and residence shall be equipped with solid wood 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 not have 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 as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. 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 Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET j t�Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING I (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) F ��,,�;Htltttrurh�i���A �R0W� ,. S E Ul ' •�' C '� F i �. ROFESSIO� \ To the best of the Engineers knowledge, information and belief, tiro structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resdential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature end seal. V NN d °' � J C tl� j�P fr et LL w y r-- P uw a- �Cq yC M ,q �ry`r a Sbe a1 LJL t+• � 6. N S 2 fZ o 0 W � f0 N rD iL' m0 J a ¢ Q zuy LL CL t M Z � to (O,,) ZN W OU�JN ❑❑❑ z z z J a �-J z o � �U 0 N w w U c a • 04 M `I- r' a J y o0 Q E Ov �� ,�naa: z tg C 1 �0 gff z� R 0 z �s W U wLL �,b NJ $E _1% O = d. _1 (0 0 W O > U 0) _ Q ■� Y o T O m (9 0 Cfl 1� %"MOO E N to Oi r Lf) o = N �- E c th 6 z E O ra%+ c cLD ca a Eaj U -J Q p c JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND '4 4 LlM 0 fV iM0 U L OPT. REF. 11 KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / LU MEDICINE CABINET o0 � O� O� cM CV ch et M co _ HOOD Lj Lj� 4 4 fV O fM RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV 191,11111119110 KITCHEN F. O BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL GC � o CD M SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. VALVES SOAP J DISH q BATHROOMS, SHOWERS AND TUBS O TUB DOUBLE RODS o _ co on SINGLE ROD CLOSETS / LAUNDRY . 60 MIRROR --t - _--r i c � � O71j IFLI 11]1,. [IF ff I O LF1 CO)O Lw__IL 34 9. �il v L J r00 Lill t LL 13 i G W 00 "L(j< LO IL LLj Mid 0. 0 Im 4 Rol -'t 0cc ) OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE 0 00 n � LO a Ta O 2x _1 L? 00 FRAMING 1/2" GYP "? BOARD - FIN. FLR. _ _ - _ _ 2x P.T. SHELVING _ CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" W, 0 T N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. SCALE: 1/2"=l'-O" 1 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE 0 00 n � LO a Ta O 2x _1 L? 00 FRAMING 1/2" GYP "? BOARD - FIN. FLR. _ _ - _ _ 2x P.T. SHELVING _ CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" W, 0 T N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. SCALE: 1/2"=l'-O" 1 . r • c _ � •Cap' •r-� d.: � FLo o WO�*����� '�OF E S of To the beat the Engineers knowledge, Information and belief, the strudurol plena and specifications contained within these drawings comply with The 2020 Florida Building Code - Residentlel 7th Edition, Engineers signature and seal is only for the structural engineering po I'' 11 liiggiIIII PI 11 � I Illl,'Jl L �12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 2 TEXTURED HEAD /BAND 11 DD IF I :11 I/�— I E 0nn E_7_] DE-1 IE171 4' RIDGE VENT 12 5L,--' 12 12 \�\ HEEL — — F4 �- --. % T.O.M. :- I 5 ----- -------- --------HDRHGT I I TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 2" x 4" SMOOTH TEXTURED I SILL / BAND - I ------------------------------ --------F.FL. FRONT ELEVATION - 61 SCALE: 1 /4"=1 r-0" 18' RIDGE VENT OP FI . FLR. `'�' PRE -ENGINEER TRUSS REFER TO FRAMING PLAN FOR BEAM SIZE `— 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR PLAN FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP (2) 2"X6" TYP SEE FOUNDATION PLANS FOR FOOTER SIZE (: K) C_1/ OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS �_H T.O.M 1'-0" 3'-0" TEXTURED TEXTURED CEMENTITIOUS q CEMENTITIOUS eQ FIN. ON C.M.U. °D FINISH ON C.M.U. co (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND ----------------------------------------------------------------------------------------------------- - - - ---------------- F.FL. LEFT ELEVATION - 61 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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, sell -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 15ttttt111! I I!!///��� O W N ' , •' - Q 4� Q 4 .••' F tr ••'' �, fi, cR o \O To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g46 G , fur Q rn r- r� t-1+ w a U. l LL co U.Z M'�� °0 OC W �� � o Z. �Q Z a cN•a0 N0 ZIL ZN OU v H ❑a❑ 0 "' z z z N z v fQ •U fn LL W - o j� Tom+ 0 c " C) On ¢ • N w M � E z 0 �o o Q 9 a12 E, Z $ E ILLg ry !n J gm W o iI �� J 0 L t: M i U 0) Q n/ LC 2p 0 CL o (7 (0 E r p �. 0 LO (0 a O E T EO M H o Z c c a cg _ ai Q 0a JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 3.1 �UWIYaI�illy I:_1 111. _ AM 4' OFFRIDGE VENT"" 4' OFFRIDGE VEN 12 12 T _. l-_�y�.�-L,,,,�ter.. ��I- '= `-•-�'_- - - 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) T.O.M. - — -T HDR HGT. TEXTURED CEMENTITIOUS 4 co FINISH ON C.M.U. (TYP.) --------- T.O.M. 1'-0" HDRI ---------- F.FL. REAR ELEVATION - B1 ------------------------------------------------------- 1'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 3'-0" F. FL. NONE RIGHT ELEVATION - B1 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 C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction 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 intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. f W P•'•• SE •' Y Gi� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 noflda Building code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O N 04 LL J it u w J LL LL o Z _ W,Z)Q 0 J f0 m °' d a ILW 0 a rvNj Z tJ O N U N = OU ❑ ❑ ❑ V z z z J G (1) V' • cn LL Lu o 1'�• J OW to c d U c • o w (�E o0gq¢0, a E Q Q W U Z g M Z U N J Q Z a N W T � U $E No � ~� g o �C:) J B L it > U Oi � O T m O 04 c�t7 CD Lo 2 N 04 T— t i � T T M o Z Z E � I]- U Q p J JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 3.2 2" VARIES 1'-101. 1 CAP = CAP 1 2" "NOTE: - CV iv FOAM TO BE USED 1" RADIUS ih ONLY WHEN ^ 1/2" RADIUS REQUIRED BY 31/2" RADIUS COMMUNITY ^rN A., N SPECS. IF NOT, � N 3/4" RADIUSv DETAIL TO BE 1" 2" OPENING VARIES 2" fi=-I' 1" 1" BUILT W/ STUCCO. 1/2" RADIUS N 1" 1" EDGE OF 1" 4" VARIES �AN �- OPENING VARIES 1 4 �j" VARIES VARIESRio N IN I 1 1/2" RADIUS 4" 41„ 2„ 4" � � _ � 2 1/2" RADIUS 34,„ - l27 to VARIES 12 34 1„ 1" 1" 1" BASE • BASE i" 3 2 2 .. 1„ 1'-8" 4 I N � N_ . 1 N c "NOTE: VARIES 8" 2" FOAM TO BE USED ` 3„ ONLY WHEN REQUIRED BY _ cp 1'-6" COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2 1" 1'�" Alt qqr DETAIL TO BE 2' 2" BUILT W/ STUCCO. _U EDGE OF �--�' • OPENING = 1-1/2" THICK 1-1/2" THICK To the best of the Engineers knowledge, information and belief, Q the structural plans and spectficatlons contained within these _._. _._�_ _ ._ drawings comply with the 2020 Florida Building Code - y 4" t 101. 0" Residential 7th Edition. Engineers signature and seal is only for jl jl 1 the structural engineering portions of the drawing pages bearing 6" Engineers signature and seal. CD Lo c r CT L ! y ci1� c. c LL LL d SO M 31, 24 C7 13 4 6" �. m N <p tY O „ 2„ 4„ 3„ 2„ iv w w W rn 6 a ¢ ¢ - �,z i�yo N 2„ > > Z N N Q U y ---- - - - W 00 OD❑ 1-1/2" THICK ------ - 21n Z N cn 4 F Z 2'-4' - _. 1'-10" a ¢ - U) V) 51" 3„ I I = ^1 Z -- WKN C1 _o 1„ 12 VARIES VARIES O W N c " N U) LL' VARIES VARIES c Q i • _ ¢ S� c Cl) _________ 2 6" 4" KEYSTONE F11 KEYSTONE F11 00 �` cl iv ��" _ OPTIONAL rn OPTIONAL v cc =o 00 Rs Q "44 R4„ L3' N & M1 4" GARAGE DR. OPENING 4" L3" 4 ' 4" WINDOW OPENING 4" �LL NOTE: •J c • INSTALL OVER STONE, TYP. Z J w = o • FIN. TO HAVE TRADITIONAL 8 VARIES LOOK & SMOOTH FINISH v 3 1 • • • i • FOAM/ EPS MATERIAL IS o ACCEPTED NOTE: =1 s 3 • FIN. TO HAVE TRADITIONAL LOOK & 11'-6" 14 12" 2'-1° 1'-4" 0 SMOOTH FINISH 4 J 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5 " 1'-12" 5 " ' O ci 3'-8" 7„ iv T 4" T-0" 4" O 1„ = s 10" 1'-4" 10" N L C o w` O tO '` — U 0) u, _ 00 N �N ----_— .� 4) >0 O C14 L- ED C14 0p -- a LO 04 T z � O y z cn ih 1" R'oM121-1070 1 " SCALE : AS NOTED SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 0 ACRYLIC SAND FINISH �i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and 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 Codes (NEC 2017), 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 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). 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 soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 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. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of 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 than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I'_0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE �J P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �a PUSH BUTTON SWITCH (OPTIONAL) F[]eD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL i DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP MO 200 amp 150 amp copper to lights & otmets copper to 20 amp clas 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND i n POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING M4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. H.B. AC ]AD WP 4 GFI DISC. b OWNERS SUITE 1 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE � 1 \ � I I WP I / E I �!,moMMe,, I RECEPT j FOR I ALARM C STEM I I I -------------J / DEDICATED RECEPTACLE FOR MICROWAVE RANGE CAFE HOOD PER SPECS I I I PATIO I I I 1 I I U.C. SWITCH FOR DISPOSAL I I I I I I I ROUGH -IN FOR ' OPT. CLG. FAN/ LIGHT PRE -WIRE/' !� FAMILY RM i i i' ®l111 GFI I I --- -l_-/ —REF_ — 4 ME OPT. ,-"ROUGH-IN FOPrI / OPT. CLG. FAN/ / LIGHT PRE -WIRE G V \ 1 BEDROOM 3 14 Il I I / I i 2NZ I HANS�N V elk PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER `I VP a -- - I / ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1 BEDROOM 2 ple rR_ q0P W `ff'WP I I rFOYE-R` GFI GFI @ 44" W.H. A.F.F.------------ 0 I - I Illl I I II I I 11 I I I GFI @ / (GARAGE A.F.F. w w 0 a IDOOR � (GFI <� I C7d 1 /�----� --2 CAR GARAGE I I I I I VERIFY LOCATION I I L ELECTRICAL PANEL cI (GFI _ _ _ _ _ _ IF�MGATMTV alb 44" A.F.F. VERIFY METER H.B. LOCATION WITH BUILDER NTRY SCALE: NTS / Z'tVf TI 1� I 1"qIN ELECTRICAL PLAN - ELEV-B1 SCALE:1/4'=1'-0" N 0 N <o N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 00 Ia $ 8�_j LL LL a Q t7h N O 32 LL 0. gj t j (0 LL LL 0. W S _Z� 11 J fo W 'tp N co w O ��°'o Qaa I0L N MZ QQUO U_j ZO W U in ❑0❑ z � Q J d N NW TU) W � W G w N � C y t— U w U Of � Q Mm M Q E8 o� oo w to '6 U o U Z N ag N c �UU� N g� Z J O �� pw > Z to Za WS2Z _.20 O rn L 0 r � U Q Y o O a m C x CU � T� t0 p V = N �— 2 N r t— T z r ' M ;� o Z c E E O 5i � c a. v ¢ o JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. _ - - Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQINof Ventilators ventilation required soffit ventilation vented soffit be provided by upper Ventilation . . Ventilation (See Elev) needed required needed ventilators 22 2 Main Floor 1999 1919 274 960 69 480 606.0 _.__.__ 330.0 276.0 (Zone 1) "NOTE'" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Bl SCALE: Y4"=V-0" I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) 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) • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. if not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) Y. cad U �`�� � k f��f4filftt(IlZtt� . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n M 7k pOp pp cb N y a J LL � S ik LL W di y t` rZ04 LL W O. y M IT I N Sle J 11, LL LL d W S I� 0V Z 0 t 0 W Nko �O Z LL a N MZ so O V y _ W ❑�❑ CD V z � .- z z �a. Nij z w Ow Ln Lu C) c • ch E ego e _E8� � R�U Zg ro t � _ c Y IN gLL z ._I Wes_ g� W O �w� CID o 3 C CO L � o > U r� > 0 m � O T co p r Ln = 04 r .T� E 1-M d z r E C) D z a 0 S a; ¢ p -1 JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 5 -o L rn 0 O O 0 i m a� _ rn 0 15 J 0 i i cc a O E Ho S 0 4. 0 r:3 i a dam.' •UUp' J I% O 0 a 4 NN N Y c a H.B.' I TYP @ 1 STORY U.N.O. ■ ■ ■ ■ ■ "■ ■ ■ ■ I. ■ ■ t1 J "■" . . . .. .. . . a T P/ 2'-9's N17'-2j" I in \it - II IF 0101, ■ \ \ \ r II II. L JI I N HVAC CHASE `*' I � : '.'.' :::: —1=�' _. _ "1 — - tl� r, 52/II \� l + I O i� BASED ON � � � LOCATION .` l / t ill 10'-10a" Cl) ■ I \ \ ......... I ' \ I CJ \ \ _ I T� r- b — CJ N CJ — CJ I ■ 2'-6"x2-6"x1'-O" W/ (3) #5'S E.W. 17'-5j" I 36'-68" I : TYP @ 1 STORY U.N.O. A ■: _ _ 0'-0" I :: :::: :::::::: :: ::::::::::: :I i : ::::I:: r.;m I 00S3 iT in M ( ■. ■ I S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONC./ PAVER TO BE4' 3'-$" 4'4" ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR• r 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 B4'-$" 2 -6 x1-0 PROVIDE Y2' x 9" �' I �-3 1/2" MIL VISQUEEN VAPOR BARRIER I I RECESS FOR FRT. DOOR W/ (3)) # #5 S E.W. I 31/2' SLR OPE ' o 16-118 8._ .. — — — J — — — iD in L I---- a CJ I III III �"-� III D.W. III ■ iv -�- l I a� ■.;' III�I IIIII IIIII 1177KITCHEN IIII CSC3 I CSTC3 KS3STEPS io AS N B�- N PROVIDE 1 Y2' RECESSREQUIRED o_ PER FIELD FOR SGD. REFER TO -tlL SLOPE FOR br 7-4 " -1j" iMASON'S xvo i'ct(.`h%� fl �InWIDTH L�J oCONDITIONS 4'-0" 25'-6" 20'-6' IPl -� C- -- -- EDGE OF SLAB 2" BEYOND WALL (2) #5 VERT BARS vu xNICAL I I ISLAND LOW WALLS III BUILDER TO PROVIDE J I I I ISLAND I APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC I ■.; INDICATES ED FILLCELL 300PS 0 I - � o w/ -t- CJ I I '� CJ t I A CONC. GROUT FROM FT. TO BEAM ; ; I I I °r' 60 is T S3 W/ (1) #5 REBAR VERT ABOVE SLAB r I I I iv TYP @ ALL PLACES SHOWN I TYP @ 1 STORY U.N.C. I HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 I I _ y ....r ' ' `-" - -' - -F-1_ - - - -- - -� 31/2" SLOPE, SLOPE ; I STEEL" STEEL" 16PT. v-1► I OPT. D I ■• O'-0"Q5 I L-J I I: I 20'-1 O�6" L J 4'-71j" I (VERTICAL I I BARS o ■. ... �... ..�.. .. .. .. .. ..�... .. .. .. .. .. .... •.• •. ... �... ... .. .. .. N ■ ■ ■ A TYP @ 1 STORY S3 U.N.O. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - I H.B.+ 7'- FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH r1/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU LU g a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •' y . j,;..r•�.. j•,,.r•;..�•;. ;vl1 --#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY r #5 X 25" X 25" CORNER _ BAR ONE FOR EA. • HORIZ. REBAR, TYP. �r U.N.O. '. "Alternate: ' The reinf. bars shall be • r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" :0' /y ..r' �� ✓ N -`- �1 J. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E r. 04 ( LL rn m C,LL a Y J _ 0 rnow C, i,— W Ix W10 — , G x O J ¢a Z � MZ �LOO -j _ O U W z z � z J a t/1 �v z � u- fp w g U _ � O g �V1 C _ Q s� � w Cl) TLE Za tv O U E N i o in z "W'- C �~ g& �w Zo U W z CD N Law LawyO~ �~ MillCD co ZIG U 7i 9 C:) Z ar B (a c� � ^L w O U 0) Q Y > 0 O r E T M o CD L1n LO V/ 0) T t?7 z m Z E O c i1 U Q p -j JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 6 ■■��■Y■ YI■YWW i■W ItW� ,II�1� RS H ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] 7nl" AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 \Q/ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ` ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q E 0 SHINGLE: %e" EXP. 1 (2%) or t%32" EXP. 1 (31/16) TILE: 1%2" EXP. 1 (3�116) NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a* x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS �L �` ,�,a ,�,aL ,,� �f�`A" 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE n ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 3M ER $B UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 '* 8 -10d x 3" JUS26 1000/1080** — 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 *' 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1 /4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I I V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 3100-M 4520-F 13100-M 3800-F IWISINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" FITS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" ' MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: 14"=V-0" TV - F L C) ���7�ftftt+iEitt`t�1'� t� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a 49 v n � � u 8 NC LL di � 0 0 y r` LL W rNi C) a Y LL LL O. W Z 1% tf0� t0 0 W Wjirn°' 7" La ILW m c,, cc Q ¢ Z N M2 �y0 OU v—=' co ❑ ❑ ❑ U t Z J d E3 TM Z W ul c w ER C) c • N w z �) E Z O W4 zo n O m M ~ § y� Z N �� $ gU W L � O �r �Zz mi az W ow � o 20 ro m C9 W O ~ N .> 6L. > O C mCD F- O T Lti 2 04 r r T 0000 N r 01 M 6 E Q H c a E U Q p 3 JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 7 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-Llntels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS is :;r; :�: :;i: :�i: .•; .•; A" 8F8-iB/lT 8F8-0B/1T 8RF6-0B/1T rA O O O O �•. •- O O O O 8RF1 18/1T 8RF14-0B/1T 8F16-OB/1T 8F16-16/1T 10 j , • • El © © © ® 8 20-0B/10T 8F44 1B/1T8F40 1B/1T 8RF4008/1T 8F321B/1T FORM It GROUT SOUD !. �:v!i BAR CONr. 8F12-1B/1T W" LINTEL DETAIL SCALE = N.T.S. i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT�' precast lintels = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 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 REBAR M IN. AT REQ'D (1) L AR ALTERNATE POWERS STEEL LINTEL ° • ° .M.U, #5 REBAR AT TOP w •° MIN. (1) REQ'D ° d 1-1/2" CLEAR S " z ° z GROUT D to c o n C.M.U. 5 REBAR AT rn w z • BOTTOM OF r�i w - W a o LINTEL CAVITY ra�u ° X W \ 1 ' OTTOM f�1 ¢ (J O Q • REINFORCING a ¢ c 7.5/B"ACTUAL PROVIDED IN a LL O w ,- 5 REBAR AT BOTTO 8" N MINAL WIDTH LINTEL ai Red �° �, %° AS INDICATED (VARIES) 8:8 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 cementhiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION OF 4'-0" LL 5-10" LL LINTEL PLAN - ELEV-131 SCALE: Y4 r=1 r-0" U r`O o Q ��ir �OrrESStnN /'Will f 4; To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResWential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 � Lo c 8 C II-S" � LL 0(Ls[ d) 0 a r�pN0 LL J LL LL a rn 1 4 1 W �11 wo 0 ° O1 d a L a N r,N, Z 0 Q d L) con Z W 0O❑ Z N M Z Z � J � N 13 N () z n Ur •J N LL LU w 8 N s c Q � r-- Cn cn �w Q O E L) wLL z0 u Z$ laf n7 C­ M o Z C C: V� C Yo N ~ a r W WC 5 a; J �O O c� L 1` o y 0) Q x 2 O CL Cco m o rr(D O T LO ,.� t0 2 04 t- Tv 00 00 N LO T- 7, e 0) T � T C,)O Z m Z c E (D E ) .. ai ev'im m c a U � Q p _J JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(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 R308.4.2, ITEM 2-EXCEPTIONS, 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, 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 R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 03 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. I 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH 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 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 77H EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" Y„ 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 W1(1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 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 1-2014, SCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) 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. IrrigaUon/sprink)6r systems includingg all risers and spray heads shall not be installed wRhin V-17 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade she 11 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 v por retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment is requirea. 9. FBC-R R318.1.5 - C ncrete ova and mortar along the foundation perimeter must be removed Wore extenol�solitreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An extgrior vertical chemical barrier must be installafter construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 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 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: RESPONSIBILITY TO REVIEW ALL DRAWINGS BEF IT IS THE CONTRACTORS RE 0 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 WALLBOARD 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 DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE T BE SYP #2 OR BETTER AND R MI R L O O C O AM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. li/"i gqCo� iLO¢ ";,�QFESSip�A �1 Im//t!!Ilttl14ti���\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 'o 5 V 0 d 2. ALLOW di di rn F.r` LL W -j Vu:j a Y �LLiL a V' Z �0C 03 W OjZO' < _ _ N La O 0LLWOti = j ciao U Z � a pt E3 N z pt 1 CzQ1 04--J M U C w 0Ln w c U Q N z J ` E o WNg 0LL iCl)� � R z® O E E Zo E N o do .0 Sao &Z ru - � Hi3 �o 2k�ki auk z cz W U '9 z z % $ O J d L � 0 U 0) Q O O a C m Cco W 04 Lo rn N r c Ch E 6 Z c c �+ a o v m a o c JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. SN GY,Illutl� Il�llot , Ylf�� 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 nels or 2 x _ Pa 1-1 /8" or two 1 /2" 6000s 1.811.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate Zor--20 details in One 10d box areas=20 of high sinker lateral load. nail each side 10 -0,1 at bearing. TANK -LESS W/H CORNER OF • HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR 0 LO GAS METER o $ (V • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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 11 " N 2 X 10 16 O.C. N 16-15 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. 81-6" (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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. i Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. k"" ' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES p (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM rn w X 7 STD. 900 CONT. #5 I HOOK p BAR BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND /-�—SHEATHING PER PLAN y / CONNECTION j� TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI l MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID �_. BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4"max. Web Stiffener Fastener Schedule Joist Bearing Location V _ Series _ Depth_ End Intermediate --- 9-1/2" 2-8d - -- BCI 5000s® j j _7/8" 2-8d 3-8d Clinch nails 14" 2-8d - 5-8d s11/2'1 ... 2-8d 2-8d when BCI6000s®11-7/8" _2-8d 3-8d possible BCI6500s® 14" 2-8d 5-8d _ 16" 2-8d 6-8d _ 11�-78" 2-8d 3-8d _ BCI 600 2-8d 5-8dTight fit - 2-8d 6-8d 2x4/PI /OSB web stiffener 2" min. ® _ / 3-16d 3-16d yw BCI90s 14" 5-16_d5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at i blocking panel *Non require additional W-IJ14G1.11-1. 0--i--0 9 ❑ �I`� Q �� fill A 1Y2" ROUND HOLE MAY - 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN 1y" ROUND IN CANTILEVERS. 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. FWhen joists meet over wall, provide 13/4" minimum bearing for each. SIMPS( w/(22)' NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) ' NAILS 1 R TRUSS -OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION ==2. _ I Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. --Install tight to. top flange. Joist hanger Filler block. Nail with �;,� 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -..� requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • SEE PLAN FOR---'•• a .. FOUNDATION INFO 4 STEM FOUNDATION GRADE 4 e. REINF. SEE PLAN A r (2) #5 REBAR A/C CHASEVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON H10A • • (WHEN col (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" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE /F PLUMBING LINE PENETRATION e 4 d e ri 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE e ' d .e 4 _ e. 4 ee G ° 4 ° 4 e e d SEE FND. PLN. SIZE & REINF. 4111 rJ .— < 1 G W LU V- Q •. `\ F L O '4R'••........• .;•'�P� �� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlai 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S� Lo LL R" 0tll Qy040 inh�� w 0 LLaY . U- a w 0o Z rn M4 0a W E N G cornQ�d X O Z " Z M N K 0)LLO Z W OUv�N ❑❑❑ z z z � J N z � � U _ z DU 0 �/i � L✓ U � UJ c 0 N � M ? W O W� 2• z�� H 1� Wa z�C� W a HW O J d > 0 L° of 0 O m 0 c CD � r E N to o Oi •T 2 04 r '010, N r d M o ZM T E Q Z m a U v a3 Q p c JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. SN 1 12 ((TYP-) VARIES 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. : 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & c @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH 144 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. A HURRICANE ANCHOR @ EACH D TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS - MOISTURE BARRIER SHINGLE ROOF 8„ - ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G — _ ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE ABOVE) "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (UNBLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ..O.) (OR" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE:: S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE / tz (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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2""016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" -- - -- `- - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. WI IF NOTED, THIS REFERS TO THE 2"0016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH —\/ WWF OR FIBERMESH d ° ° ° ° ° ° ° ° d ELEV. -0'-31/2" Z �31/2" MIN. �31/2" MIN. ° ° ° ° ° A.F.F ° , d 2x4 CONT. ° ° ° e e ° ° o " > ° • 1/2"(min.)- 4" 1/2"(min.)- 4" ° �. — oo y ° ° n GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" 31/2"(min.) - 4" (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. 4" '�' 8" GARAGE SLAB AT STEP B U•N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ KCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. M SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1�N\N\Nr 'l LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coat! 2x BLOCKING HORIZONTALLY 8"x8"X16" KNOCK -OUT @ BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10''-0" (R302.1 1) EXCEEDING INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR INTERVALS VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR ,• „„ „ „" „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8' x 10 J BOLT @ 24 0/C W/ 2 X 3/16 BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA, EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS ) () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP) SPACE ANCHOR 5 0#, MIN. TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ARCHITECTURAL w/ (10)10d NAILS �, WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH E FINISH TYP, 2x P.T. PLATE PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C.-/ ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU o e e t n > . o , GRADE 40 MIN. Fy= 40ksi a e 1/2" GYPSUM WALLBOARD GRADE �, ° z #3 & #4 LAP SPLICE Z M FINISH GRADE o0 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a tr D 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? [ ] — •- CELLS (SEE FOOTING MONO SHOWN p o U.1 FOUNDATION PLAN FOR CLARITY ° _ _ 6 MIL VAPOR BARRIER — D ; ° r R 1 7/8" 0) — — _ _ _ _ #5 REINFORCING BAR FOR LOCATIONS) G p D p=1 i =1 11=III=1 I II=III=I N z _ 9— _ 1x4 P.T. BASE NAILER " " p ° #5 LAP SPLICE 2 #5 CONT. 4 x4 INSPECTION I—III=1 I--.=1 I=1 I=1 I=1 O — m �' PORT AT EACH NOTE: o _ _ _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4 BASEBOARD *FOR BEARING WALL 1=III=III-III=I =1 i- T COMP. SOIL. (COMPACTED TO — ° g'• 1'�" g" FILLED CELL TYPICAL =1 =I �=III=1 I I=III 95% MODIFIED PROCTOR ASTM 10, W/ UPLIFT ONLY _ - (TYP-) MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR III=III=I =III=III=III=1 ( _) I —III= I i=III=III=1 I I=III=III=1 I i D1557) MIN PSI MAY VARY PER rn —� I=1 I—III=1 I 1=1 11.-1 I 1=1 I I=I 1=1 1=I 1=1 I_I=I I I=I I 1=1 IF 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "—i=1 l ;III I I i I I III I I L-I I I=1 I I= 1 I i #6 LAP SPLICE CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S.: SLAB INFORMATION. cV r • y00 : Z_ �,v • y 1 g 6x6W1.4xW1.4 09 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z min. 4" BARRIER ; D �r 1 A `v GRADE D _ v COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. N O CHAIRS TYP. 4» V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z ' r' • e TTT • :... 4 '. 4" °Q 4. . — i T SEE A/S3 OR J/S6 •: Trri T FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �II�II�II�II� �= I11'= TYPICAL THICKENE MIN. ,DGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS fV ' M ti ' 4" 1 •• , SEE A/S3 OR J/S6 FOR REINF. INFO, 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST9 RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR R 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. U.N.O. FRAME -DOWN FALSE BEAM w/ (3) ( )7 r WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAb — • ' ¢ INTERIOR a. d. -31 v• ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e C0 C fV M 6 MIL VAPOR _ BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FORUCIZE & URAL OEAM STRUCTURAL r CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE it > a w SEE PLAN FOR STRUCTURAL 2X STUDS @ 24" O.C. U.N.O. g o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE � CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH PAVERS or SLAB PER „ /-BRICK COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK, SCALE:3/4"=V-0" ��S3 0 -0 FIN. FLR.� • .•'� •• SEE FOUNDATION •• CONC. PAD INFO. TAPERED COLUMN FRAMING�C�Dl SCALE: 34'" F-0' SEE A/S3/J/S6 � 8" I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS � TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 RA _ _ _ a ° c� J III —III ° ° al z = I —III —I —III —III--1 1= � owcwnw III- I —II Tit z 0 0 -1I-1 ! ° ' ° Q --- -- Z I— = III III=III—III--III—III III —III —III=' FOOTING II..-IIII�iilllliillll� ill. ;ll I11-III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. ��3 ``, ear ,•• \ ` E•••N. ••�_� J Y� _ An�XV K) cg FL0 �<<, FESS10 " r,�///u n i m►���` � To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 04 04 J V (A 0 c1� W LL .�;Tl a W a M "" 2N 0zci 2 . O o W ,j M A m J aN Go0 0 a M z QQQ fn 0 CSC ZOV co _z z � z �N z f�3 �U w g 0 w 8 Ly N w W 8 Cl: 0 Q C _ t`7 Q W J E E w oo N <0 Zo Q zg H R0 �z �< CV L~.. w0 zZLL rp � J y� 0. O az �Z 3 0. �o U W �. a �w G 0I2I� U � 121)� J 0 rn c� 0 > U C) o F_ O04 L x Q v, 0)Cy Z E c) z c a o U _j Q p JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. S3 (MONO) w z CD 2 I II I I I qRill I1m''111111ir_ T3 m LO trC N o 0 0 - i m rn 0 -6, 0 0 i M i c O i G 0 s EE V i a 0 CE 04 N :3 .4 a 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) — 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EVENLY EVENLY EXTERIOR FACE OF BLOCK „ 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 WALL IS 1 1/2 MAXIMUM 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 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. '. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) t--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4, 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 811 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 - - ' . 1 a • • -II�II �I11 —_-ILMI NOTES: 1O 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. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. g SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9112" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL --BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE c lL 0 1 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR-----, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM 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. s�FA O0/,l, �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.) l� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET "OP a 1ARAGE 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) 3 (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 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 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER B • 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 0,4 SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. 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 OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBT'LOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING u' U 0/C FIELD 2x TOP PLATE—// ;=m (n V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) wl MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. 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 • MAN. • �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 gP2 2X P.T. PLATE SIMPSON SP4 —� a `NAILED INTO • TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Sp1 SIMPSON SIMPSC -I Ir-/� SP4 SP4 SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. Z & NUT 'OXIED A.T.R. I&NUT OXIED A.T.R. Z & NUT ROOF TRUSS ABOVE /— 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a / Q a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY �, K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 IN o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES u 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--5I8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR SCALE: N.T.S. S4 .t,;��e;1�E9►E11 tre/�o�t�� A, N , -j 47� . _ Q •�. L �• 0 ESS�O� '''�/s�llPP114tE4t1���\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings oomply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i W) QRp 6- 2 Lu „ m, � Co LL U. a o0S Z o� OG W - O rp ci m a LGO t N MZ a• N U c� vvi Zp z z N z 2 X Lou, LL, U O W 8 �� C _I � W M L . =o z 9. E sga ZCDCF E o g oe o oX Lao' ag °o U N � a� a) " w x $� � W 13: o ji 9L J ua! � Flo W I-IW iG $1=- U� LA > I- J rn B c� L � U 0) LL, Y > 0 T O C m o r m O 2 N �— r •T 2 � fV Ln T ai . ✓ � T CM c m Z r_ E 0 H w Z m a_ a v¢ o _ JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS- \ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90°/a OF , RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0' 0/C WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 1 Od & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO • END7BLOCKING 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS CDX PLYWOOD T 7HE 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 SHEATHING ATTACHED w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL wl (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD IN " (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4'T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1063" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. " MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,, GABLE WEB SECTION_ WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR L X-BRACING, AND TOP `" `' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ " (2)16d NAILS 00 to 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 " " RIDGE FASTENED AT BOTT. CHORD FOR 4 10dEACH JOINT wl (3) TRUSS SPANS NAILS & @ EA TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT " " " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM ROMOWS OEA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 ,-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO trr� JACK TRUSS BLOCKING & (4)1/4"x2 3/4" =r<, SEE PLAN FOR TITEN TO CMU ff 1-,c-:,CONNECTION OF THE LAST LAMINATION ( ) 2X4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING(0'8� i D )SECTION L SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ,SH SCHEDULE ,TTACHMENT >. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C, ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I � � � - r I� a. • ° J - \ ti 11 I a ° � �� ° M , . •II � ° I . • I •• •' II• �. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" 3'4" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-- CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc Y CORNERJACK a ¢v cc w 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL wl (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD IN " (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS 2x4'T" ON TOP OF PANEL 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1063" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. " MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,, GABLE WEB SECTION_ WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR L X-BRACING, AND TOP `" `' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ " (2)16d NAILS 00 to 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 " " RIDGE FASTENED AT BOTT. CHORD FOR 4 10dEACH JOINT wl (3) TRUSS SPANS NAILS & @ EA TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT " " " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM ROMOWS OEA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 ,-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO trr� JACK TRUSS BLOCKING & (4)1/4"x2 3/4" =r<, SEE PLAN FOR TITEN TO CMU ff 1-,c-:,CONNECTION OF THE LAST LAMINATION ( ) 2X4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING(0'8� i D )SECTION L SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ,SH SCHEDULE ,TTACHMENT >. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C, ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I � � � - r I� a. • ° J - \ ti 11 I a ° � �� ° M , . •II � ° I . • I •• •' II• �. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" 3'4" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-- CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc Y CORNERJACK a ¢v cc w 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1063" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. " MOISTURE BARRIER 10dx3" @ 4" 0/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,, GABLE WEB SECTION_ WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR L X-BRACING, AND TOP `" `' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ " (2)16d NAILS 00 to 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 1 2" 1 1 " " RIDGE FASTENED AT BOTT. CHORD FOR 4 10dEACH JOINT wl (3) TRUSS SPANS NAILS & @ EA TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT " " " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM ROMOWS OEA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 ,-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO trr� JACK TRUSS BLOCKING & (4)1/4"x2 3/4" =r<, SEE PLAN FOR TITEN TO CMU ff 1-,c-:,CONNECTION OF THE LAST LAMINATION ( ) 2X4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING(0'8� i D )SECTION L SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ,SH SCHEDULE ,TTACHMENT >. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C, ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I � � � - r I� a. • ° J - \ ti 11 I a ° � �� ° M , . •II � ° I . • I •• •' II• �. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" 3'4" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-- CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc Y CORNERJACK a ¢v cc w 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 OF THE LAST LAMINATION ( ) 2X4'T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING(0'8� i D )SECTION L SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ,SH SCHEDULE ,TTACHMENT >. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C, ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I � � � - r I� a. • ° J - \ ti 11 I a ° � �� ° M , . •II � ° I . • I •• •' II• �. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" 3'4" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-- CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc Y CORNERJACK a ¢v cc w 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ,SH SCHEDULE ,TTACHMENT >. SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C, ALTERNATE NON -DROP GABLE END DETAIL (",0 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I � � � - r I� a. • ° J - \ ti 11 I a ° � �� ° M , . •II � ° I . • I •• •' II• �. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-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) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" 3'4" - V-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-- CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc Y CORNERJACK a ¢v cc w 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `-- CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'.O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. cc Y CORNERJACK a ¢v cc w 0 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN E S5 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL/'--6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" 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. �niui�i r�u 6 !rJV Fil NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 ,,,,�•,!!l!iil jff0t/�� r FLo /�rlltlllllll'`l���� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ResideMal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W) IH 8E N tp � 8 OQ Lo N O 1 LL ttyyJJ LL a dl 0rNiv LL a Y 9L i a w 0 _ o Z n•�� 0G �o � O LLWa ad NMZE w y 0 v-yZ W ❑❑❑ z z Z� J t/1 CD v U Q)m ,.,Ln 8 f� Ly N Uj U U � to' o M M 14 11 zi C� E __ C O W a gR zE � z c m `Y gkk 3tmi � 5 o �$ �k m� _I rn c9 �✓ O > U 0) .� O r �••�. O O C m 0 O 04 TW �. T cc O LO V 2 N �— •� 0) � T E V / c� d m T iri Z E 10 m O a U —j Q 0 J JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. S5 1x4 1l2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8" DO NOT DO THIS PROPER INSTALLATION 2N BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 ` #5 REBAR (TYP,) ' ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING ROWS 3/16" x 3-1/4" LONG X 3/16" 0 FURRING (TYP jBAR ` AND NAIL/ D W/ d COMMON@ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS T O.C.& TAPCON. INTO TAPCON @ 16 .C. & 4 2X8 STAGGERED IN 16 ` �' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING ,+ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d� NALS 3" DETAIL St'D. 90° HOOK (TYP.) STD. FILL @TOP & TTM CHORD, AND (1 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. SOLID (T BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16° 1x4 P.T. TO PRODUCTLil METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4 FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST, 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' t2�� NOTC Fes@ @FIRST COURSE ` - SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3_ 1 /4�� DETAIL NOTCH WEB AT THE ±5A FIRST 2 COURSES LFILLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. sCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A _ 16100 #FOR 2 STRAPS FILL 1st4 COURSES SOLID w�GRouT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS t 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 45A 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 r. 7l16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA, CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. . SCRIBE (NOTCH) OF W/ (3)10d NAILS • • • • • OVERHANG BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT A EAFACE . RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOjm\\-2PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y," WOOD ) () " DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. TITEN w/ � x0 Vtciq/yq� TO TRUSS TOP CHORD 16" O.C.(CENTERED) MIN. 4" EMBEDMENT ATD BEN r n r n 1-05 -O SCALE: N.T.S. SS 12 + + GT h PLYWOOD SHEATHING 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 r ° WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED— „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° • ° !.• #5 BAR 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i + SOFFIT + ► "� ► D CENTERED D' 10 • ` • : 2 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H NAILS 2X4 SYP EACH TRUSS • , ►'' ° IN TOP 4 ► d ' KNOCKOUT / N � - • '; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ O 2 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s. CONNECTOR • = — a MONO FOOTING ' PROVIDE 2 x 8 DIAG. BRACE B (3) , SIZE AND REINF. PER PLAN — VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY�/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION O ARCH #2 SYP @ 24" O.C. � ENTER SO IT .► DIRT • � z TO BE INSTALLED 2 4'-0" MAX SEE PLAN PRECAST LINTEL NDARD 4 :*�F:rl BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION .•: #5 BAR IN • HOOKN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD FOR OVER HANG FILLED CELL OL �� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") • • • • : • • •. � � •, • : •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ✓ �• ` �'• • f ,• f ' � ,• ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL rK DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH 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 SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5!8" DIA. ALL THREAD ROD a #5x6' EMBEDDED INTO EXISTING BOND BEAM E a. INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 PANEL PER ANCHOR) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6"EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER E� 3 MIN. EDGE DISTANCE � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v n REINFORCING AS FOLLOWS: SEALANT a PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ':„:% ''°:: " p° ° #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. ' 6" MIN. LAP SPLICE W/ t, ► L) z `g EXISTING FOOTING (2) #5x6' IN CONC. ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. , ° `I N I DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT GRADE >. ► `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `� ° ► Cl) \ REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. > ` �"0 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0° SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C� •,fV `C"v W _ �a0 0� _) F �0 w fir/ O F E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LO rooE" "J Lo 0 g 04 N ;v�I N J , i! V• W a W J' cNna LL U.a -rW°' 0- LL - LLJ 11 13 o _ g 2M-3 °o W �pjO' Go e a Z uUL N F, Z o U a d N O U N Z W 71 0 Z N Z �pp Q J a E3 Ln z o '�• V O) V) r- 1 10 M M w J E � o o o U � W Z 1--- NisEO R o �o 6 �o FF Z LL z tti W a LLk tp C' ild a u 3 �0 > d. J O M L � 0 U CF) ^ Q • � U ry ' O 1^ O C m o ccN 0 Ln .� 2 to r T T 0) 000 rn a� E z c E :9a 0 Q JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. SS t,U i .LALA .6.jj ���IY�IIIU�ii+IlUYolld'U IV�ILI Ll�� I� CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &— MAXDIR& ION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. �LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE g .. A50TOTERSTO 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS 1 HIP G.T (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 r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i, VARIES 2x4 #2 SPF BRACIN( 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d EN[ NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. I'lo. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SCALE: NTS >IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN SEE FLOOR PLAN FOR 14 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 44 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE I-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 INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F-1 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. mate EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM --' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS\'_1'j SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS 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 a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHEDI 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 PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ) ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD -TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS —� OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FORLOCATION 2X10 #2 SYP CONT. LEDGER w/ (3) AND DIRECTION 1/2" X 41/2" 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 g SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. �- PLYWOOD FLOORING LOW ROOF TRUSS W/ /(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:NTS1-1'_� DETAILS &SECTIONS �x f�NSE v G. rr n `L ' ■N_ _ Q 'Jv ` FUG /Z ROFESSIONP����� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a S ao E IR 8 1 Orp N iJ! 1, 40 Uj Mv a Y m10 UU..u_ a W Z = M� 0~ N t0 m O .J a IL Z IL No a0 NZ vO _jy Z� W OU ❑ ❑ ❑ (D z z � z Q $ J — (n t/'1 M z M_ �U w W M O Ln 53 Q� • N W M J ti EoLL � i H _ a ze E_ U, z o E N �Y � U ° Rz _ g z Jb s i Z ° W A U a y W J dq v� c� L � U 0) ■> M T 00 0 0 (0 c`o p r Lo L0 CO a L0 CO rn M E � z a U _j Q p JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' ,' MASONRY WINDOW BUCK/-2) e SEALANT JOINT 5) SEALANT FROM •, INSIDE EDGE OF WINDOW FRAME ^ WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT �"' "' 'n WEATHER ✓E BARRIER & tARILY SECURE WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list 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 W WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� NAILING FLANGE q 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING me 44 EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN a 2 1'-4" PER PLAN V-0" PER PLAN !01 ►l SHOWER SEAT IRA SHEATHING SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier 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 R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based 1A I I sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 20 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW % g g pp (SEE DETAIL WP01) / its used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 SELF -ADHERED FLASHING PATCH a CL I LU j d PLASTER STOP W CONTINUOUS BACKER U ROD & SEALANT W W LU (n0 A CAI rem SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED 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 3-112" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE SE ADHESIVE AS SHOWN)contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in cutters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) 0 a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH - PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS [ZSSSSZ��ti STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB , N 'SF LATH ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. MEN Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar caulk 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 O N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Q fc� C [V 8 .9 J fV ' inNO LL LL Lu U-Cq CqJ LL LL aY a Z 11 OC LW°fo 'e N 0 it o Wg _Z °' °' d 8 a "f■ L Z N N Z p V a IY N O U N Z Q Z 3S J (n Q.i Z (D ■ OW V170N N as _ U Of 0 M w U- LL E J0p o . -g zo 0� Z & Z~ g ago �s g& Z N <w t/J ` aro 8 ZZ QQJW RU R w W O E iE v _��TT8 3 0 c 0 1 0 M L. V- U 0) 000ti Q ■> U (D >O O T OD `W 0 C `/�' �Y ^,� r- M CD Lo "0 X L0 r ■TTCD 1 N L0 r 0) T M E CD z C m a. U w ¢ p � JOB NO : 21-1070 SCALE : AS NOTED SHEET NO. W P I IIIL1 Wm1Il Mounting Brackets (10 Gaugsi +11.2' x+112" x 2-12w January 14, 2021 oonn"rr a 000nvw I eoor4r1re rinKI 0u01=11'I" i 2021 ,.j As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Back Cross Support See Anchor Schedule (May be cut tow) Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date Right Bradcet(16Gauge) 1. EXTERIOR DOORS IFL20461.1 soft A32 1 nwo�. A325 caly. A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) ( �- +67.0/-67.0 sf P 12/31/2021 R313.) T ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/ 67.0 12/31/2021 o � psf ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 -. V4Self-Drilling B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 12/31/2024 Screws psf PGT Series 5570 FL251.9 4/ 14/2021 a3�ap NC Unit Bottom Edge C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Hurricane Strap Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 (Typicak3Infront) 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) 12/31/2025 washers ~ Front Cross Support Self-Lackirig Huts (May becut tow) Left Bracket (16 Gauge) 014 Self Oriling Strews Thru Brackets & 2. WINDOWS Back Cross Support Into A/C Unit Bottom Side A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 (Typical- 3 each side for hurricane use) INSTAIIA]ION INFORMATIONPGT Series 5500 FL239.2 N/A 7/30/2025 """°""""'"""i"°" wish il t4urmw Air llm=B. Nate/ Sash eMlgile o1p1Ya eagmlat HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Florida Dap.ItmeldingCBusiness Building Cod" and Standards v1./2o21 "and tang rvis Professional Regulation P1114=1 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 Product Approval Application Detail PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTH E R 20h I2a! version aloulathill RSieesl lminer a Lleanes YAPASE a Vididiand add PW A-M Aagaud iota LoBden PF 08"1WM20 OLOSPA20 OWW02D 1//132ove 020 Apprd Rallis- 2020 Dram Metal.. Ina. Jaon 8hummr Zeaary R. Pats Lease, Category: Reading (502) 303.1511 P&74021 (334) 300-1 DOD 3. PANEL WALL ah6Cmeyory: Merl Radio Ishure"deamd.aXn Compse nce instill Ewlummo Report ftom s FloridaRegisWrsd/vnted or a Licensed Florida ..... ,. .. _...-.. ...._...... .............. .._... ....._...,... _... .... _ .. .... _. ,. -, - ..,,..,.. ...-.. ... .. -..__. .._.. .. .... _.. -.. ... ..... .....-.. .. ... .. ... -. .. .. .. ..... .. A. SIDING N/A 12/31/2023 professional Engineer ", James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 ..11yy �a.}ai9JM araalldl '. QuislipwAssurbrubs Product Medtl. NunM�aalrs ■moan Aprin HV her Use Amrmvaafm°" II»� PN OWfld■NVNi )� B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 WitData IaRfafi $!>�lerigimg C. OTH E R 1 Dreal Metal Rooting So- DMC 100NS. OMC 15OSS. DMC 1753. DMC 2008. 12/31r2025 Yes No NIA +0/-150 0MC W Florida Department of Business & Professional ReguieWn Pepe 1 m, 4. ROOFING PRODUCTS Building Codas and Standards 1hrA7+ A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 PrOBuMApproesand$Under&val Application ll B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED Dal YEARSNAMdOOM � YAIM"Xallomitag09" „�„ &I" A6fratlan 7020 BmegVntRoduralcom M77)"1.rsMm No73778 aerORE Lg4A.9ar11100 12ne2020 ,2nA2020 ,226/702g APWmad Category.Vent ProdunlColpnnW Milh t1.6366 Homer F. Loome 00-1000 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 OubCmoeery: Products Introduced as a Rawl of mibasrahtwnl con New Technology CampNerpe ballad: EwaWrin R4poM1 eon e Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Zoe Registered Architect or a Uomnssd Florida professional aon"r Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 gialli °`'rtwD A Ate°`U '� D D� g Camrad aXtlrrlon Data In IINIZ gogt p�Mp 1 9memVnt Modal el"0511 Duel Function Flood and Ventilation Wit 12/312020 Y.s Y" NIA •100/100 2 9m■dVntMdome 1611 DualFOndlonFloodandVamhbaSonWd ,7/3,2D30 Yee Y" WA •,OOA,OD 3 wmrlvnt MOON e1640.320 Vet 121312020 Yec Y" NIA •100A100 Borah Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 insulatetl Fload 4 SmadVam MOM 01540-621 MwWta Flood Vent 121312020 YMc Y" N/A •100A100 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5 SmadVareModel "#1540.570 I"qolW004W Flood 121312020 Y°` Y" WA NIA 8 91amVem Modal M1540.570 Wood Wfll Initiated Flood Vent 17l312020 Yea Yet WA +t00A100 7 SmarlVMl Modal #1$40.574 14.5Aqum; 04age Door Flood Vent 12/31/2020 Yes Yes WA WA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 Florida Department of Business &ProfeaaionalRegulation P.geta3 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Building Codes and Standards 1,712021 Product Approval Application Detail 6. STRUCTURAL COMPONENTS cl�R NI °'° °'�°°°° °"' vet" Dtat Yarer�i WOY[esClm[ Ssmsti anmmrauesa. yrlerrheM YWWereS IllermtlOre FJG.Ammesl Aaamae iWIM R.Nram 2020 Thrmil Corporsam Sava J.-41 Lyndon F. San>wL P.E. Ryon J. Kla, P.E. 072312020 07n22020 0729202D 10/13/2020 Approw*d (eoo)543.7e20 P6,0,08 1813)7874555 A. WOOD CONNECTORS/ ECTORS/ USP Structural Conn. see chart aubCregory: awMi7Wg Etterbr Dam Aaserndlee /)afperfahiJQMOmatN,CO Sub".:Er•rlarDomging Com)mlees Maapd: E"Welln I l home m Florida Registered ArrAlt"toreLimited Floc° _ ANCHORS Simpson Strong -Tie see chart Rde"Wnee Engineer AborohreforOr ,cnrow.dfmUss � ° B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 ,, In WAR > R � a. Thonna-Tru iber-DI"eio and Smadh-Sias NOrmnet eAe3B;6 aqud;lmpan8qua; Opaque 12fJ12021 No Y. Yes WA 1 F MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 Composite Edge Fibroass Single Door 2 b. Therm■•Tru Fiber -Clash and S modh-Siar Nominal 6da39:8 aqua;ImpemBqud; Opaque 12/312021 NO Yes Yes WA (IMMICompoprOu Edge Flu Si Dampoell. adgl FltrfQ.94 Single Dam Wtln C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 pas gle al"a."'O^S'8&QUa,MMrp:X°'°Xap°XG densgaadons) 9 c Thrms-Tru FWr-Clardc and BmrwW81r Naninm 68eJe;a 8ad,lmpaaaquo; Opaque 12/312021 No Yes Y. WA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Camporle Edge Fibril Dauber Door with or Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 ." um*) lnlwinglouWwlnp;XXaOXXD oanllmelS 4 III, Therms -Tres Fiber•Closle ono BmooM•Bler Hammel8as090 dmd:IrtpaCtdqua: Opaque 171312021 No Yes Y" WA Camp le Edge Fiberglass Single Dom (Inwln910ulswh9: X c"noun ion) 5 a. Theme-Tru Aber-CI■nlc ant Smodh-at., Nominal 11416111130.,111 agraLlmpecAqum; Opaque 12/314021 No Yea Y. WA Comport. Edge Fiberglas Sinai Dom with Smae(cl (hawMg/Outs-9: XO, OX or OXO amtligmaddr.) e t Therma•Tru FlbrCNsme and Smood •Star Nonan■I ealll aqum;lmpam8qum; Opaque 12131,2021 No Yes Yes WA Composite Edge Fiberglas Doubts Dom with or l i without 81bi1es (tnr/InyOaswing; XX m OXXO 7 g Thermo-TruRbarClarcend&nodh-Sias North■steEdg;eaWrgumes at ,2fJ,2D2, No Yes Yes N/A The products listed below did not demonstrate product approval at Ian review. I understand that at the time of inspection of these products, the following information must be ` P PP P P P 9 Cornposit• Fop• Fim•rplrss Sloglr Door Door (InswinglOulowln°: X configuration) 8 n.Therme-TnnbrClnrcand Smooth -Stair Comb.IeMedg:eSgadOmp■ct8gqqt:(W■SW ,2A,202, Na Yes Y" N/A C•mp"ne Etlpa FiarQass aleOW Dom j i available to the inspector on the jobsite; 1) copy of the product approval, 2) win sio0ws) (IawMgoout lrg. xo. ox o oxo osnagunticns) 9 I. Thermal Flber-CWs k and Smooth lu, Normn.l SMe39;8 d'l • um Guth 1 , 1 o Yes Yes WA Aqu 270 2D2 N sip c Aq COYporto EdgeFlbealnDmde Dom with (_..__......._ 'ya 1' wthmtSld°Itu(ln"Inaomwing;XXWOMO cOnitpuratlons) q Y f 0,,Eft A-, Aponsimmilar Use Amrawdto Use kand grip, iaaa S QW! InHVHt ouilHI1Q R"Smm Ettsffae P .... -.._. -...__ _ ... ,..,. ,. ... I. .y 7 l - , - - •- _. _. ,,.. z i. 12 I. TMrma•Tru FlarQafsk and BmoaN-8hr Nnanm MMgB4O MWd,ImpaOtLqua, Glued 172312021 No Ya Yw WA CmnposRo Edo Fibroma Dab° Door with or _ _ .__ --_ _ ____ _ ____ _ - _-_ - _ _. _ _ _ _ __ . ___ __. __ _ _ __ _._._ __ -._ ____._._ .. _ .-_ _ _ . _, _ __ _ .._____ � f�-.. wO.t&(MMM (Inswlmg/OutnaingXXOrOXXO amialpha.a) u I r ;.,. __ _ - Y...-... .. ........... .... _--..... ._ _-..�...._...-. ..... _..- ._... ..._._ �_. _.__.._-.. ,.-__.._._ _. - - - - .. _.. ____-. ..._..__... _ -.. t ) I ' ' d i f , APPLICANT SIGNATURE DATE I n i I 4 r Florida Department of Business & Professional Regulation Page 1 .11 ? V Building Codes and Standards I/61201, _-..__. _..--..._.___ _ _ -, __ .---._---. - .. __._..._ _ _ _.._ _ .- . , Product Approval Application Detall 4aGa Erdkv or Rate an Diu Andw ➢ale Dfat YMSO mowd tu[ae Samlrl 1oWmItLLuoaa YAWIMI& xmdm SOMM fee".." Amtaese ealin R.NaWn 2020 POT InmrM. Jons Roeowskl aamFDada 8000-CER MIsmi-Dt0. 8CC0•VAL 111191 102A2020 11242020 Apprw" Cap": E'xtema Doom (941) 4W-OlOD (786) 315.2590 aubCatogory: Sliding Edarlm Door AJeambles yosar.klepo lnowwr s.a Cornpean . Mmhod:.Cwd5 edw Mork a Liming Om 9tlllhf,A}74rlggl., Amrrasd for Use Agorwad tits U" Imesa! Detail Duna I ML111aIdWan 1.ImfailieslfWlmglh In Hva outside i 1111 am= B0llerlte 0 Ssse Impact) MNYI Siding Glass Dom ON14/2021 Yet Y" Yes WA GD5570(Lro Ma Florida Department of Business & Professional Regulation P." 1 as Building Codes and Standards 171MI Product Approval Application Detail 29111 aymLeD am Rltl 2&J = ➢Ito M= yard- ergamilaWYM Contest swi, er,& U mere VWI"od BY VAUMM Dt1&mmffi !! trj! jr�im¢ a AC°Laxed $e1Si ReNrOn 2D20 Therms-Tn Corporation at" Japer son Lyndon F. Sohmid. P.E. Ryon J. KWo, P.E 07232020 0711=020 072VA20 10nY2020 Apordwd Cateaarl adamor Doors 111843.7624 PF 43409 (813) 7674b55 SubCmaery: eWairp Edemor Dom Assemblies s)upeteonothermahudo Co"liwK* Method: EVruatlOn Report tram ■ m Florida RoDimered A7chk"t as Wall Floods Rarwlonr E.O.- 4m!! CG&l i�Iofl 20 Amrowd for Us, Maowd In HvNZ out" to Use R i aaaeer Road 22" mesvQ 1 a, Themla•Tru Fmber- imWoosnd8moah-Ear N"#J 8A838:8 aWa;ImpaaalryoC Opaque 1T7312021 Yes Yes Yes NIA Composts Edge Fiborgless BhQe Door (hnowingXXilswla; X coapurstlon) 2 b. ThOrm.hu Flber-CYask and SmooM­Shr Nominal 88630A Amm;hnplictil ; Opaque 12f31/2021 Yes Yes Yes NIA ConmoMs Edo Flberplaa Single Dow w" Sidelib(s) (lnMnacmwtnp; XO. Ox Or OXO a0Ml0u Im.) 3 e. Thermo-Tru Fiber -Clara and 6mndIFBWr NaMnr 8EM3e;4 squa;apaaaquol; Opaque 12/312021 Y" Yes Yes NIA Composite Epps Fib rose Double Doer with or WIWo t $"" (InoalnWWWAMg XX or OXXO oafaguratinf) 4 d.fivma-Tru Fioar-Clark and 8moothSWr NonNnr a8838;0 aWa,anpaaaquat, oP•We 72A12021 Y" Va Ves NIA Camp mi Edo. FWerQ." Single Doer (Invest pF011llWbq; %con 5 a. ThrmtTN FlbenCieuk and°moah-8nr NaMnm bM39;0&Wct:Wpaa&wm Opaque 12A12021 Yes Yes Yes NIA Composite Edge Fibroma a Skmoe Door with GRa lit.i■) unmwm0!°utewing: XC. OX or OXO cnapaatlnp 6 1 Thermal Fiber-Classo and 8moolh-Star Nominal OWN' .0 aquMirrm aaapaC Opaque 121312021 Y" Yes Y" NIA Composite Edge Fiberglas. Double Door with or w,thoit Emblem (Inswing/Dulswklg; XX m OXXO ooagmallnf) 7 g Therm.Tm Fiber-Clul and 8moxh-filer NomMr 08a39;6 AquOt3mpaa8glo0 Glued 121312021 Y" Yes Yes NIA Composite Edge Fiberglass tingle Dom (MaWno/Oulswing; X doitgurstio) 8 h. Thermo-Tru Floor-Ciesalc ad Smoom-ffiar Nomblel 0"39;6 a"a;Impfuotl ; Glued 12/312021 Ya Yes Yes N/A Consomme. Edge Fiberglass Single Dom, with SIchillte(p On/wlnglOutswkp; XO, OX or OXO dnROaetins) 9 1 Tama-Tn Fiber-Clesre and SmWt Sea Norm l6"36;8 aWa;lmpemaqua; q"sd 121312021 Yes Yes Yes N/A Composite Edge FWaro us Double Door with a wilmout SideMn Onowhng/0utrwM9; XX or OXXC colparioc) 10 I. Trm-Tru Fdvr-Clasae and Snmmn-Str Normal 8a039U aqud;IprAaqua; Glued 12131/mi Yes Yes Yes N/A Composite Edge Fiberglass Shglt Door 11 k. Theme-Tru Fiber -Clare end S-0,81.r (InrYMglloutfwkp; x eonigurstal Nordnr IIae39,04qua MgnolMma Glared 12/312021 Yes Yes Yea N/A Compose Edge Fibero lea SWglo Domwlh SideIIEN*) Onswing/Wirwire: XO. OXor OXO onit0aetlns) 12 I. Them.-Tru FIOa-Clll and Smoe011,9tor Nominal 88939:0 aqud;hmpad4wat; Gl ued 1213112021 Yes Yes Yes WA Co mposfe ado Fib•ro.s. Double Door with m without 81delkes (InswingrOulssdng: XX Or OXXO .ontoaMlols) 13 an. Themes Tru Fiber -Classic and Smoah-aler Nmmnm 64e38;88qud;WpadBquoK Opaque 12/31=21 Yes Y" Yes WA Cmnpo.k. Edo FWero.s Single Door with aqua;Notlimpaddgia; Sldrae(s) (Mewino/Wtrdlno; X01 Ox or OXO conovm one) 14 n, Therm. T. FOOIC4ask and"Wh-Si.r Noi 64i39',84qud,lpaa4Wd: Opaque 12/310021 Yes Yes Yes NIA Canmp.m. Edpa Fib rS.9e Doute. Dam with aquq(:NorFtnpadMqual; SldsMet (MPwMplOutsheing; Oxxo "equintcn) 15 o. ThemrTm Flbef-CIll and Emoo"hftr Nominee 11"' O8qut;knpadagmloL Opaque 1221J2021 Yes Yes Yes N/A Composite Edge Fmo$1Q Single Dom With Mquct:Non-km"ct8gvob odows) (InaalnQOutming; %0, OX a Ox0 consguntans) is p. Therms•Tru Foor-Chirk and Smomi-afar N"nMm UM30;04qua;lmpaa4gW; Opaque 12f312021 Yet Y" Yee N/A COM-04 Edge Fiberglass Double Dom with 4quaI:NmFln dc1I a; Sidill (InswinglOutewirs OxxO co mgunton) 17 q. Therrrul Fiber -Classic and SmoothSter Nominal 5IMI 4qugONon4npat6qud; Opaque 12/ /Ml Yes Yes No N/A Composite Edge Flb"1866 Smglr Dar (InswinglOutswing: X co5gurs,im) 18 r, Thermal FNIv CNssle ad Smooth,91ar Nominal 68056;8 4qua;No-Impaa1qual; Opaque 12/31/2021 Yes Y" No NIA Comp"it° Edge Fibao... elnoe Dom wdh Sidelita(sl (In9winglOutswing; XO. OX a OXO -sgarin9) 1s s. Therms-Tru Firer-Cl■s9ic and emooll -St r Nominal O&Gi 8 salumNo-Impea6qum; Opaque 12A72021 Yes Yes No WA Composite Edge FbrQ." Double DOW WON or without 81dsaes (Insw,nglOutswing; XX m OXXO ecnllpaMlns) 20 t. Therms-Tru FIDer-Chart and Smooth -Mar Nom ined iMul ;0 AquoSNon4mpeall Opaque I W1 r" Yes Y" No N/A Compose Edo alb roma. all Door (MewaoXlupwlno, X dmnQrntia) 21 u. Therms, Tru Fluor-Claald end Smooth -&err Namrtee 58039;0 Agnd;NOJmp.&Lqud; Opaque 12/3120T1 Yes Y" No NIA Composite Edge Fibroma. $NO a Doa with &delhe(s) (lmrw gioumwing 2(O, OX a OXO 22 Y Theme-Tru Fib°t•ClasrC and SmOdlh•Shr Normal LIUM;0 Aqu x;No-Imp u1Lqua; Opaque 12F312021 Yes Yes No N/A COmpees. Edge Fiberglass Double Door aith or without SkWn (InsvMWOutswi.g; XX or OXXO conligme lms) 23 w. Thermal Fora-Closslt and SmootREhr Namnr II&JIl &Quot:NoJmpat&qud; Glued 121312021 Yes Yes No NIA Composite Edge Femarga t Singe Door (WhmMQOOWwMp; X cosimund on) 24 w. Therrmai Fli-Chsslc and anwdrtsnr Normal 511e09e 4qua;N04"idtaqua: Glued 121312021 Yee Yes No N/A Compa"4 Edo nb•rg1&.481ngle Door wkh Sideltr(t) (InsvlMyOutrvMg; XO. OX or OXO mn111gaallola) 25 y. Thermal FWrr•Cletrc and Sat x,0011 r Nominal 88e-;6 equmblon•Imp°cti lm: Glued 12)312021 Yet Y" No N/A Cop"k. EdgeFiberglas Dcubl4 Dom with a without akkOw (IrminglOutswing; XX or OXXO cndgami lns) 28 i, Thermil Flbr•Clil and SmoalrSWr Nominm 1180391 Ama;Nn4mp"t8qud; Glued 12r31202/ Yet Yes No N/A Campos. Esp FWrgl"s Canoe Dom (Mralrocutwing; X cnaglrnna) 27 era. Throe-Tru FWr-Classic and Smooth -Sir Nominal aAui Squal;No-ulpsdtil Gland IW312021 Yes Yes No NIA Comports Edo Fiberglass Gino* Dom Wks Sldfllt.(,) (ImrWMgxmswkv; XO, OX or OXO folloaatlnn 28 zb, Theron-Tru Fahv-Cl."kond SmogWAtr Nominal OA938:O AWd:No-Imp"tBrNd; Glued 12MI2021 Yes Yes No N/A Composite Edge FWaroaas Double Dom Wan or without Slaw" (InswingfOu1PMngl XX a OJO W 0o8paMins) Florida Department of Business & Professional Regulation Pwia I a2 Bulking Codes and Standards Ia12071 Product Approval Application Detail QIE11 RMK,or a" am DWS Islarlifirs, RW D(Ye y101on Ilenlderw[ rmmfOt IDorruL&Liberal Valid" M yommed aAMM .Fill Amlmvl AMMV d ROM" 2020 Thermal Corporation Stew J69"'tin Lyndon F: Snmlm. P.E. Ryon J. King. P.E. 1OA=020 07H22020 074I02020 10mrx20 Approwd Category: Edna Doors 1800) 543-7028 PE-43409 (613) 7974555 SuDCmsaory: ewmgml EA rbr Dam Mown n ofafpaswememlatru.a Companca Method: EvaFnllo Report eon a rri Florida R"WM d AMD*nt or a LiOnad Florida Prd*nWal Engineer DAM, A�wo Arwrared for she suntanned 1, Us, ion gall amE Product duct 01,,rhm Go - - In KWKZ Outside.MVMZ Rods" DYeserne 1 s. fiarmsTru Fib-cladere nd or*."- err Nominal 0&"9:e 4qualMon-IrrlpuVilqud; Opaque 12/3172021 No Y" No N/A Composite P_tlpe Fiberglass Single Dar (MswingfOutswing; X an6Durstorl Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.1 .12 Ialm21 sale rm14 g site am Dam fthfto Rers :Dos Yfmlm Samlcl RDer0e1L&l(Leslt )lsldWW m( YAM" aromim ir.AAVLRzg A■amml a" RMsian 2020 MI YMdawf ter Doors gran GMYI We Roberto Lomas perOA52020 Siouan M. Urlcn PE 1000012020 1 +On B2020 11IIY2020 Aoprowd sport Cat : 6al'la Doors 71 3615300 PE-62514 ( n 717 317-9464 ( ) aUbCOWy: Siting Ezhr m Dom Assemblies bfitlingromiwd.com Coln Method: Evaluation R from a Deana *Pod Fantle Regleteretl Ard11te01 q Is loaned Florida Prof "Imam Enoftw Amended fa Use Amrmvad to Use ionyg IIW- !e■a Pala y d Modal. Nu ibera Nra Cady s lolDeli outsideR)Afi Resistant LR8r5U! 1 9ERIE9420 ALUMINUMSGD SERIES 420 ALUMINUM 900 CXO 1 72024 7/3 ( No Y" No NIA 1413/IM a:xeoa d', NON -REINFORCED qu qu 2 BERIES 420A U INUM BGD L N SERIES ALUMINUM ❑ OX XO X% 59 420 AL SG2 17/312024 No Yes No NIA 98&gUdtX 8quo0 NON -REINFORCED 3 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO IVII 024 No Yes No N/A 146.3148,d:X96a a: m qu 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES420ALUMINUM 800 REINFORCED OX. 18312024 No Y" No NIA xO, XX 968quax98Mqua: 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 900 REINFORCED XXX 17J312024 No Yes No N/A 143Mqua:x906,qua: Florida Depertment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P ro .,az 14=1 dOtWLJI Dale go DlerePandrio Dols 2M yem"on YIDIIherallC cam00 laWDellil�0la Vid[dabdIN yaualua MISIM Fm acAroval ADMINNI AIM Revision a2020 Weyne-Daito. a dMmm dOvwh..d Door Dwayne Kmd.h John E. 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Il�l�mr7lnr r'mrl1IAEI 11 -1 ! .1 P I awn Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop dt IMMI C9Ae altft W am Lyn DOW= Jails gob lh■ Yid= Nomad= confild Electrical alIoaree mmodgm YNIOtsd 1AmWW FwAmrw4w Amro3ed Sam bm MOM ReMdon 2020 Cum"omiftoolAAM.Ina Tan Reny UL LUC Troy shop, P.E. 12/Io12D20 12N12020 IW112020 Approved MynaDaai. Category: 10"na Doors (041) 494.2613 (954) 947-0880 Category; Yendews IWSCalsoory: Exosldr DOW Components tan, rathy®ssNadry.00 alaCaopory: angle Hung CompBrNe Method Crbsoa0on Sark a LMbnq in Comp6onos Modlod CerlkWMO Meik or LiNag AMroved for Use Assessed era Ur lmfte gym 2 188814 rile!boacLausdow IOCCIABakOWaLtt In.HYMZ gagalow Alma" Bin 1 807, 707, 777. 747, 757. 777, and 847 Gaye and Pairs of Ruda, GWM. and LMVWW anpla and pain or 17r312025 Y. Yes YM WA Door haft rrtal dose, Florida Department of Business & Professional Regulation Papa l d2 Building Codes and Standards 141=1 Product Approval Application DWII QM Ewa— Let Jaat LstBemis lolls 3rRa YNWRD tel4tdal rd&tard Once— &Uomak riMdxata mod" slam PAC.Amrovw A.OM"d &AMR Room. 2020 MI Windows erd Does arwrl Shang. Ammon MhkeduM at— M. Ucla. Pe 11220M I WM20 11282020 A'W-.d Comm: Waow" p1)365.3300 Manulscauvers As.rleson (717) 317-04a4 11c6C81saory: Fade b dinpramiwd.can CQWVV a Method Cri kalbn hl or U bnq gMdkAUMMU ARUMMOxJiu AmWa90UK IM■rl LWro ;xat SZKNLSmkmkaatt id WINE 9ladiLt R ANN" Nuys■ 1 t65 PW 73 s 721—Intoo Gass 04/M2m3 No Yes No +60/-80 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps 1012 Iffiml as" Jade Lys 211013111101 11&s Comet leWtlfilYdOka Ie110aYdB HWW" iYmuw fic AmmW &Ye6n9 a&" Brent 871ingr ArrrMMn MOhhactuml Minn M. Urkh. PE 11IM72020 111170M 11272020 Approved (717) 3OW300 Menularrrs Mseelaon (117) 3174454 bsMlnpramiwd.own 91yeLNetNOCd AeoreVedlorUr A—eyedfor Uas bnoW LW■ $dml leler S�uGaWttmJa a h1ACtt laaxdLum Butted lhuxire 52.72 FlnFlalge Fame IOISG girlgle Hiner 1 WOW" No Y. No -60/40 Laminated Olen Florida Department of Business & Professional Regulation P." I tit Building Codes and Standards WMI Product Approval Application DWII Code am as pd. PKUIM us mu yord viouNgm CJffiRd area successes, Vdlddtd IN %WMM*d joadilad FaCFF A■rossed Ewa AffMOU n 2020 POT include. Jan. Ro-.W MamFD.de SCCO CER Mismi-Da41e8CCO-VAL IImsam0 11A62020 11m1rs020 APPray.d Category: Windrase (941)486.0100 (700) 315.2600 SubC.hpry: Fade gasanklApptlWwnneaa Dorspkarses xathad CoIftabr Mark or Listing an .. 91WmA■ UM ,AmrelM Fa Dr , Alsoussical My U, snout LccNIM -. lle3 ■ GROAdAmbUtoMk inHYHZ Ca1awsma BAN" E7 s PY0d520 Kerp MNdls ImOrn VIVI FlKW Wn6- 04/300025 Yes Yes Yes NIA Floods Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detall Pap. i a l IN= Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.p l at IAMI Cede andw Ja{N LNla base Pending dais lade BWhtgt am me 119,11frol0a gala AN version fled age Ytldded 01 v i6adaid tffiAMMid Assistant! t&Itlm Ams heated IrnaWi[! Ssmva a save a uar.s waarW r Ydll SLA M*d MA®m)ml Amy Da" ReM*o 2020 Jame Nardi. SuldnO Prool inG Chad Obrdts V. Andrew Tr John Soul RE 0145W21 12n4/2020 011"21 ding r8C Appn Review 2020 Alside Nkk Thanpson Lyndon F Schmid, P.E. Ryr J. long, P.E. 102e/2020 102&2m0 11A )MA20 12PISM20 Approved Category Panel Walls (900) 545,5359 Pill (352) 387-257a Cdpay: Ponce Walls (330) 922 2369 PE43409 (813) 7679555 subtYpory: ad" Ph.d.Olrckf®Iarne+Mard hbCatepary: 8a11ke nnompsWmaNlde.ean Can *&— Method Eveli stion Rap= from . a— Corrysrps Mdnod e..V.I r Report Dom a Flack Rs0s%W Auolipaa or a Licensed Florida Floods Mothered A7cliRkt a a Llcan"d Flodda Prdesda,W Enanrr ProMalmN Engineer awimAmmma Amre7W IMLa SNg■er111 guok kart summ Ian■ Ld! EMAILm SOoltNrtlmimtiOaJat 24119LEW AEWM AMID= 1 CempWik Lp 6axig M"r-aamenl tip 'limp 1 N312029 Yes Yes N/A WA 1 0 4qua;2T&quol; Bola Vein a Solid Vnyl Sa111 1N312m1 No Y" No NIA 2 H.rd.PWrk Lao stdinp Sher-carphi I.P skin: t N312023 Yes Yes NM N/A 2 b. tqudAMm= T4&ouot:8o1a Vent or Solid MV SON iWIM021 No Y. No NIA Florida Department of Business & Professional Regulation aega l a l Building Codes and Standards IAMI Product Approval Application Detail Saar Scroll or MR gin QNLBKI" gee 31ree Yidoa mmgbdm SRM& arain_ a Lrwoee YtlmW lr INI91 W lalmWfd I WA-,,W Abso- d aekt ReVldr 2020 L.V. Tharpson, lap doe Thaw— ArohilmtaN Tony Chrlchaven sft.n 2eeryR Prod MM. WIon, PE m0 MIAT20911W020 OW2MO20 12ASM20 Approved Metals CanPeny (TAMCC) (413) 246.3456 PE-74021 4717) 317.0454 C6tegay: Rpkq IMY@OiKtwelroesnomm arbCaeaery: Ramnq AeesskM. ace are an Integral Pan dine award "M CatpB.iie. e14hW: EV.IUNpn Report mom 0 Den RepidaW -or- "Mon —nonce Professional Engineer Ateyled7NtLlt Aae[Amd car .this mod gum Ak" nomaLsrttm S90aELDWOSm20 InHVMZ 9111111111111.11W aWt6at Bmeeln 1 TAMCO Fist Trip 06•RMp Vent Wah BIM* b Tes 26 go, dank rodvenlMa wqh iodine OWN2026 Yes Yes N/A NIA 2 TAMCO GpMMdrvart 25 go. OWN/2026 No Yes N/A fof.52.S 3 TAMCO OSRMp Rod Vent den Been 26 ego deers r"1veneeta with Macerated Was OWOW2026 Yes YM WA WA 4 TAMCO Rand Tap 01FRhaa wd ash aatk ter Tie 28 O. disk,ad—bU. wkh tams 01VINI 028 Yes Yes WA NIA Floods Department of Business & Professional Regulation veers 1 all Building Codas and Standards 10=1 Product Approval Application Detail DOdd moue Ate An 20 BION days zmI pram Y1olmrRlo[ gas" YWdedilt aftWYW BMW rJCAmmat Aema t A ml MMdon 2020 Qkl Proleaticn Products, LLC, Ian Ratlnam Writer A TIIIM Jr., P.E. Join W. Knessmeh, PE 02AW2020 OSM&Ii 20 iWIrI020 12MS=20 Approved Com": Shifters (954) 600.7545 PE-44167 (954) 772-0224 SlaCaboli. atom Pondft lire robinscnagpo.nt den Con"oh s Method, EYW NIM Report Mom a Flack Registered A/rkod a a LI"nsed Fad. Rdea.anr Engineer .Lmg&Amtee Ae�edforLte A■ MILULUM LM W 2kt■ ride! BaAtLJaeclmm r 1. NYMi911111111ILMN Alttel assess. 1 20 Gap GaNriad Mad Stan PenahAMQ Crugeted 00-1rd Meat Marn Pon.% reactirved 12311M21 Y. Y. Y. WA or net by intake to Provde hunlone Pfdktlr. 2 24 Gap Galvanized aid team Pwgiv&WHZ Corrupted Oa umize0 Used Marro Peals leaned 12212021 No Yes, Yes, WA ornet by kooks to pmld. hurrimne prdedlon. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P". I a 1 in21121 rift nLay3r. 20 Ludt otepenma Lee AAe *MIN ■umom 90= goomi ll YAMM @WORM FRCANMN ARNIM dam Medal Z020 MITsk Inc. rdn Wear ICC Eveaaeon Sella. LLC ICC EvceuesM erMoe, 10NZW20 0111"20 1 on I2020 Approvsd cabal l': aruaWnl cam merne (962) 6962835 LLC. etac... X Thuss Pat" aw aldenQmil.00m (20B) 5wnw CORM" Method. Evaluation Report Mri a Produce EnelrNian Eft � AmrrsiradM Ur IrsmG gccsm .. MA &A*ELgeersmm lfeoaa=BlmlrsgRomle In HIANZ nl wgLd OJi Sam" amum 1 M1saH8 16 ga. sign high sbMyh truss oonneda plot. 08902021 Yes Yes N/A N/A 2 Milis is pa.truss—dnrpds 08/3020N Y. Y. N/A WA 3 MT16Ha is ga. high strmath Irur o"made dine 08I302021 Yea Yes NIA WA 4 MT20 20ga.naaoarw.WPaa 06MOM21 Yss Yee WA WA 5 MT20HS 20 ere, high strength truer ornedor pale 0&130/2021 Yes Y" MIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps all lnrw aft lmrkr Let Let 20LBIM2 am urea No" saw== Sandal ■ NIM IJGAMIMYA haMUd ate MMebn 202D Carew" Crass Producas.Inc. Rmen OMlis SAm0111 A UMMberp Join Hay 12,162020 IZR62020 12AIM20 ding Fill Apo coug": Bbudunl Conromems (813) 6599707 P&34245 (362) 565-Ul I aUDCMsgoryt Rod o" Introduced as a Result or P—dplmloyaboo.ram New 74dwol gy Colapean" M.Uod EVW Mort Mtwn Man a FtMds Registered Nchaed or a Lkensed F1ade Professional Enames, 1iWaeAgeccgpG! 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FLAMW Lquol:RV 10 RMp Venh Runt; aimitK11n 100pa �Ma filrpndlW rood fshfMIW 12/312m4 No Y m WAS lam 0,02F Auumtrren Floods Department of Business & Professional Regulation Pelletal Building Codes and Standards WWII Product Approval Application Detall Bret Ana no ➢ALBnAro ALL TIM Ymm Ylollnxaga ri90iit leek! YWdWdIC YWmad amow d LKARKRnL Amaral lap= MMtlon 2020 OI"el P1ote0don Products. LLC. Tin Robinson Welter A TiIIM Jr., P,E John W. Kna wch, PE 090082020 OLUB2WA 10/012020 t2it5MM Appeoad Cato"; MuOrs (954) sail PC-44167 (954) 772-6224 /tbcoupry: Starr Preta Ilm.rotensmapPent.cgm CO"NW" RUM.* EvaMMon Report Marra a Flrtle Registered Aral l or a Llrrised Flores Ralesdr.l Fngnsr :... .. '_ •glelalAuesock _ A■LmmdlacLee AMrra.dfarUse ...aged Daum AdJ! om13mlatArllWan SdotrNtiWrstionLlOk I&taal: !ate Audi= MOM 1 20 Gag. Galvanized Mad Mom PonaIsANH2 Corrupted Cslvenlaad Meal Man Prsh retained 12131=1 Y. Y. Y. WA a M by thl to povid. hurricane pdocUon. 2 ?</cep OaNanaetl Sleet Storm Pr4hNWHZ Campted GoMnW6 Mat Mom Peels retained 121312021 No Yes Yes WA a not by trade to pmde hurtioane plladir. Florida Department of Business & Professional Regulation Pegs I tit Building Codes and Standards 11/201 Product Approval Application Detail gm !fin Let Let ilteF*Idd data lime MR90 lmtmgRm[ QMM &NWHLAHeota YWdekLh YWmisd ■Od= F&CAeero"I hammcc see Remain 2Wn We'yMlMasr Rob Beldelin ICC EvNUOM SoMw. LLC Ien leer. P.E. ICA32020 Applied For Cato": structural Canpenanto (263) 934-6478 (005) M3208 elbCahpsry: En91Mred LumW Rabso.laldwinaWyerN Conga limed 11Wallon Room Man a MW.rm Pradun Evwudm each, • 9uYlarAuasols AI■emdfA.{ht Amreno3alilkt IAmrrt :.Lem date! IInASLCWtlmm StoWlrsBlmttlWLale Waal; glmWk.= Bag" JRuwn 1 NaMsm LVL UminatW veneer Wheel OY312mi NO Yes WA WA 2 Failed— PSL Parallel Strand Lanetr OY312021 No Yet N/A N/A 3 mmDrBhend LSL UminatW Strad Linter 031312m1 No Yes, M/A NIA 4 TJ RIm Bard atrudur.l Cemposke Lumber or Oriented Strand oymr N No Y. N/A WA board RIm Rom 5 Weyerhaeuser Rlm Heard Oriented Strand Board RIM Bard OW312021 No Yet NIA NIA Florida Department of Business & Professional Regulation pies l al Building Codes and Standards 1rdmi Product Approval Application Detail Oak lalaca lank data JaALhodea go mms V W,n N m bd= cam Onsd x A Lhoose Madd Jk Yklww AWMAW flgE■meal A■INnd S" Alamatlm 2020 POT industries Jans Rmreld Maas-Dda W=-Grit Mialk0ade OCCO-VAL I1gsam IIIJIM2020 11/11IM20 APVVM Con9m: Windows (r 1) 486.0100 (7e6) 315-7590 subcaLgorY. Bitola Hung JrMeveaasgdodaMes.c Conpdrea aatho0: Coruscation hark a Us9ng am EWE - 9a1mLANAaee AmtmmdlnJla AReN5Wfor Use ONA LOW ile s Inm9B AOsWtmmr Bkttfm 9&astgt 2 a16500 (large Mews snood) %AV Bugler Hung WWaw 07I3W2025 Yes Y. Yes WA Florida Department of Business & Professional Regulation Pep I or Building Codes and Standards IN2021 Product Approval Application Detail goals lNSLtr Jam lava Oak Markets LW alms Ylrstgn NKWWM agso Rnd—&Li— Wadded a, YNNmitd Sulaniftiod lWAMH" Apprgntl INDIA Ill 2020 Ml WundoesaWDacrs ewtaaenper We R Lane, PE 81—M. UW^PE 10N06/2m0 WDIIIM20 110111107020 IZrISM20 Approved Cat"": 141ndowa (717) 30533DO PE-62514 (717) 317.6404 tuOCotepory: Multilane be snpramhsd.oern COmpaalco Medical: Evaluation Report Man ■ Finch Registered Arcnkeet or a Lloan"d Field& Rahssimd Engineer LlmtarAseree eoorosedtarLMt Assessed doUs, ImsW arm aim& 5764 WNW Numinum Mueon 122g 1 tmAi Nn.NVMX YLli amm �Y� FU Florida Deportment of Business & Professional Regulation P.ga 1 a2 Building Codes and Standards IA/MI Product Approval Application Detgll 2ok am no back lRendow aft lire! Yilum INmAmum Co tad VAllddm at YWm=d daAmatd F8C AstrdgL Amrelyd ate ReNslon 202D GAF Wheat stah Rolo rt Weminen John W. Knotwoh. PE 0026/2020 00*1/2020 IW022020 121152020 Appr"d Catopety: Raising (ON)?W3411 PE591611 (054) 772-9224 elbQassory: Asph k bin0aa idldiagN,cdm Canpllrala skilled EVW atlr Report Man a Florida Registered Archsot a a UMW Florida Professional Enanear nllyltCAW■NOe A,,r,,lforLi- ARRtanead haJle Immt laym dlkR.a l lmttWR SmroNtBWOtmLNrs inHicla 9dawLmm Amiga tons■ 1 GAF Asphal Rod shanties Fbarglass nlltdorod 3-Nl Icol lnehd Stab and 1 N16rJ022 No Yet Mile WA hp4Mg. asphr shingles Florida Department of Business & Professional Regulation Pape l d1 Building Codes and Standards INMI Product Approval Application Detail go& amaLa mat n■ LtLbldm MIA PJae Yrolaa lmlmdial Ca= aotftetAlgmu YsYdd%ic Ydd" alb PWAppnslad Aimed aisle RMsan 2020 MI Mfidoas sW Dons Br1M Show Amed"n Anchlot unl Sloven M. Loch. PE I001ISM20 t Of"20 101941020 Apprdued Category: Windows (717) 366.3300 Mamladlirars Assodshon (717) 3174454 1kMSt.pery: 1la ttsreal eider DsMnpram"tl.eam CMpMrpe Method: CatAsabon ears or Lading a axAm om ARMWMCXYtt AMLMM KUr mmrs Lem ire& ftagNL20MUMreoorrAr art In MyNZ ROM& LaR BW" PB m 1 NS is6 Fin end Fang. Frame 73.021neukodClan Worms No Yes No DSF55 Florida Department of Business & Professional Regulation Pape I at Building Codes and Standards 1A M1 Product Approval Application Detail raft enft ar gala an DimPaAm Rya Am! Ihrsm NUNN= Sytsrr isles &l:lnm M NAOM MOM MilookU Fill Applause Ammdad until A"NUM 2070 POT Industries Jane Rderydd F4r7FOode BCCO-CER MIaM-Oad. DCCO-VAL 1VIXIM20 IIM5M20 11MIM20 APPIW44 CsbOery: Wnelowss (041 t 4e4100 (786) 315.2590 eabcuwrr. Mullire yrswollapptnndugna.,o COWONWM MaMo& CaNk OW Bah a LIVIng ore . .. ... .. Ans relM la Ur Andrawd for Ur .... ■md goo limy tdBullBYoafllonglla IIIH i Wake, HIM BW)IIIot Pressure 1 Muaals for AN Dom and W endows Aluccenum Mullions 05rafam8 Yes Yes Yes WA Floods Department of Business & Professional Regulation Pep. I tit Building Codes and Standards IR/2ml Product Approval Application Detail oft Elay of mi! lael LtLtNAr3k latlt lYoe Y6Dm mm mmmt 9211111111 BnS[ iLaatse. VeNded by YNN"od lsmltlatl JmSdma vei Amre1W titan Revulsion 2020 TAMKO aaseg Produds LLC Komi Edon HOW Nlomman Jahn W. Kn ssAch, PE 10004W20 OW"W20 10/12111020 12MS=20 AsppveA Cat"": Redlnp (417) 624•8844 PE-59168 (qM) 772J7224 Subcategory: UndWayraw" kan_odm@tamko.oan Caeple n Method: EAekiallon R.pat hen a Fled. Registered Ardlret or a Lioanod Florida Professional Engineer 4elOtAkemra A6orosoill, Ackere 11, Use Imes diem ISO Piddud MadaL NllgbrrNMrr srrvt:W. e In WINE outside MVNZ Bfdtkd Pressure 1 TAMKO Rod Un"MymMte(FMiZ) Rodundenaymante for use in FBC HVHZ IOn62021 Yes 140 N/A WA Iurhddions, 2 TAMKO Rod lndarlsWenh(N0WMVHZ) RodYndanayinena for use an, FEC non.HVNZ 101142021 No Yr NIA WA lufadd0ons. •e--P N L Cn ICU L O Cl O CIO C . O so .in..f c O O U- O .Cn -a O .a— C0 Q z z W J Floods Deportment of Business & Professional Regulation Pep i tit Florida Department of Business & Professional Regulation PW i d3 Building Codes and Standards n/m21 Building Codes and Standards tn/ZIQI Product Approval Application Detail Product Approval Application Detail &eft 31ms iuc m mmumam daaRtOt Sam somiNAWfd= NW910M Ant dent a grew AW m 04M PMd6W Lyn UKA■ = MOM mod 31(ft GEN. Yetdn I llktAW nr may ar galmt laalrokllldeft! Y.xdNW r L■ YWArft no lAmand 006 Painting PaSA■rs" LPN MMVM atY! — ■ � RasMan 2020 Lanroo CWeayt RoMnp SulaCatell Rdohng Aoa.ealr that ere M KakIns Jary Jane L audeler. P.E. Satan M. Wah, PE (501)9 4l" P631242 017)3174454 k)aNyaiarrnw.Cpn IW&W20 1123=20 1/2W020 ulna FSC AW RaMdan 2020 Saw Adding come": closure SWCaMpdry: RooMo TRasRa01nAnd.nai�tiace." Anderson Robin LOW UnlNirh EVWM6r pry W. Wainer (801)3W4061 8ervio"LLC. (205)$.%0160 11A32020 111022020 11A5IMM Approved CU Integral Pint sae Rodkq School Complianced: re Mdege4saNlon RePW Ban a Flack RSO NIMOAMhkeOt or I UomMW Finds CwolMoe on ROOM ft. a Prddud EvsWillon E in Professional bianaa a.Maa,p.orQ AOlafdaedMUM AmrlaWdera OM k" gift.. CD RALa $aAC�I■m CRatN4EWrs11RnLti kHWHZ Eritia PressureLeat.Aeelreos bed G»ltctnsaatlp0 Cmc I.W t11 Aemadf>g.Ye AefIDxdiarWt do ILLtI)alii outsideoutside! Jmmd Ali Ad tem 21" Proceeds,Proceeds,Thatch 16 arty-an"e, State. 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PA 12" � Simpson Strong -Tie 2020 FBC Approved Products Updated 12J30l2020 ORES MESimpson Strong -Tie 2020 FBC Approved Products Updated f a/3ormao .a Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3orzozo Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3020 For drool poke to all SOT approvals Noted below, CLICK HERE. For drool Inks to NI 86T approvals Noted below, CLICK HERE. For dreot Inks to all SOT approvals Noted below, SLICK HERE. For drool Inks to all SOT approval Noted below, CLICK MERE. 44 41 0. /