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HomeMy WebLinkAbout39962 Harmon Grove Ctr V Tgtj pREVAILING ALL \10y' SI f6aL L F C0 CODES FLC�Ri)i 4<Zt� , NA'�tC l~IlAt� l.-L i RE C6T OF y. AI`.0 a ORDINANCES ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. 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 SD or SD, Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL 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 orCONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam 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 O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR orVTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/orw/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 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. 12-15-20 3.5 OVERHANG OVER SGD REV. TO 31 PER C.M. 12-19-20 4.0 FBC 2020 CODE UPDATE IF 1 i IFA 11 111,V, 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES 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. 0 N 0 ��� �� D E N S r' •0��1 50 o` P) f'd ZAT :44.,x\'%Y °ffVVj�si0 N P 111% 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 a o m 8(0 Lo co r°D xt V d � � 0 ,n o°°o 0. � `L w - 0)�No 0)Qj ,( c7 �• �3 ��LL 3 LU a Y a w 0 o Z o WU) 5 '?p N u7 O' LL O J Z cp a Z LID N m OU Of N O vIL �� W ❑ ❑ ❑ V M � z � o o z o I z ti Q J _ cl- G WLn - N M z 0 (� w m j� U I0I^ tryLn � w o N � y U wm H _ E N p ••.. mI z,f = N 1�■ U o —401 � o M w M m0 o z J LL_ cd E zo 00 N z® ca 4Q U� F rii CL O E xo a� 2O °< N lM o 4o do az L C oo m0 O zw a) J m m ¢ zz to a`ni ¢� 8 5 o ° z W V <o =w �k o M A003 o �© 0 •� _ > d' i0C 0 m rn m m 7r- ^L W O 0 .�CN Q Y ° O CL m W O ti— CU O 6) T V) _ N �— �O .... I Q0 63 rn N () T T O E c M Z a, Z c E E o 0 N 2� f6 U o a m a)) JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. C S 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 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG 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 18JX25" S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20X501 18JX50 S.H. 15 20X63 18JX62i S.H. 16 20X72 182'X714 S.H. 1 H2 27 114 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 1H4 27aX50i 26x50 S.H. 11-115 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 z X 25 1/2 S.H. 23 37 a X 38 i 36 J X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37 J X 63 36 J X 621/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54X38J 52JX37J S.H. 34 54 X 50 J 52 2 X 50 S.H. 35 54 X 63 52 J X 62 4 S.H. 36 54 X 72 52 2'X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" ® +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 &E +26.6 / -29.1 OF +26.6 / -33.5 0 SEE SN SHEET O SEE SN SHEET 14 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 111111111111111 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 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. . LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4 l=1 1-011 (GARAGE / LIVING) f=r N 0 CV CN CV oa�L44iELiEf40 0 �q E1 I �bbb V'VkoPE ,ddd 3750 a I, 0 • , ` . � C) t 4 !,!P bbyb0 i+•'jiidiit:����`' 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. N c) f 6 o f ol m M 8 N Ioop�p CO) j 0 � LJi. G m J c? 3t W a� w a co °' Y JU_LL a 'V _. 0 0 O @ C % N O m J W O ollK � �� ¢¢¢ Z ILW LLa � MZ Xt„O N pV v_j ai Z W El El U � W M z NINNER O z z o Q Y J a � r U) Ln z C7 o ��l T�' a w m U O-� N Ln w c Lift ra rn U � W L o N Z ® Q o Oco N O W MZ o w� 00® o 0 � o� ° of o M CV Q=z o ¢ o 1... (6 _ iv zOo ym m m o zz zC J a ° aw �z M > oaow go W a »>2� < o O w <F �F [Xo w zk o� U c C:)0 r1r Om CD N (0 0 W � O 0 N O O O E f o a !} C37 r Lo = Q r LO N o) LO r = rn N r w O M co o cc CV Z z E Ecu Nca c d U _ Q p � JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND Q? 1 0 O CV Lj^•i OPT. REF. 0 O c� k KITCHEN VARIES, 2" LESS THAN CABINETS BELOW i in 0 M O CV L4 HOOD O 0 RANGE 0 lk� jz� KITCHEN C ac BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD I` W z 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR / ON BATHROOM WALL MEDICINE -1 _ SHWR. o CABINET 00 _ VALVES _ = o TOILET to SOAP 00 9 PAPER `0 CD o DISH U 0I HOLDER d- O � O � ��_ o `O _ o _ 0z 0z d �t to 1 M O 04 CD Ch LT co co N JB FIN. FLR. BATHROOMS, SHOWERS AND TUBS 0 r MIRROR i i i 0 1 60 0 I - 1 i - O 0 9 0 P of L0 wig o o n 8 Fr z no . CL > LO E OWNER'S BATHROOM INTERIOR ELEVATIONS OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER — CAB I N ETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT SINGLE EXCEED 12" MAY ROD REQUIRE A SUPPORT BRACKET 36" H BASE o o FINISHED CABINETS COUNTER TOP 30" H BASE o `_.0 I CABINETS o 00 00 U- rIN I� I iO CL 0 V-2" 2x T a LO 1 00 1 FRAMING TIN - - 1 /2" GYP CV N CV �? BOARD FIN. FLR. �. FIN. FLR.. CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ N O N 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. Engineer's signature and seal is only for the structurel engineering portions of the drawing pages bearing Engineers signature and seal. W n Q 00 N 8 N r xk Q W � # � W M I,.�i_.r_,.,i,...._-, :_. '--- -.... ._._-...:_.: ... a._. ..... � -.. ..: _•.�.':,t.�.��. _,:.�... _.�.. _. _. .- ..'.x1d,.a4 �.cdcti..4�. ...L. u..>J .,.,.f..,.�.:il: _ __ _ _ _ -,.a.. ,._..t� ..�.i�, 19 HEEL T.O.M. iv F.FL. 12 5� 4' RIDGE VENT 12 7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS `/ --- 1" x 9" SMOOTH TEXTURED HEAD/BAND ------------- FRONT ELEVATION - 131 12 zz::::� 5 SCALE: 1 /4"=1'-0" 18' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ''-- — — _ T.O.M. HDR HGT. 3'-0' TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. _ FINISH ON C.M.U. (TYP) ao w (TYP.) to LEFT ELEVATION - B 1 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM 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. q1 C n/ k �= 0 N M `••••�*� M3 �E�ST�C r • � 1yy y�� P !!!ad 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 Engineers signature and seal. N FW of � ti � 2 N N N � 22 J Q ... W O _u,W N Sk u; W M Q Cl) rrL N M V LL w a + a Y JLLw � aLu Z 0 z r� 0a 00: •ro�m m 0 W ¢ CL Z oo ci L mZ a �cn0 Z N QLL OU V J fn W ❑❑❑ U z N o o Z N z o � V) N M z � U o u- 4--1 W � U O 0 WRAI o U W i (J o • o N 0) I� a W M M J y ¢ o 2 LL z o > o <o Z® CO t-- � � XtUj Uo QU Zt N M ¢ o ¢o w Z � �� �Y U °� mo ' Z Z� N S� �z oa ao � mw U �g K o w� >o z¢T3 a 2 O i i� m m 0 W O •> CD N .-. Q > o C:) m � T� T v cU O C� N � r = rn N T E O M f6 c O O N Z E ai a- o U _J Q p —r JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. 3.1 T.O.M. 11-01, DR HGT. F. FL. 3 TAB SHINGLES. ROOF — INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. ---_— F; TEXTURED 1'-0" CEMENTITIOUS 18' RIDGE VENT 12 5� -m74' OFFRIDGE = 6-0" 12 _____J5 3 TAB SHINGLES. ROOF 16 7"- INSTALLED AS PER MANUF. SPECIFICATIONS EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION — 131 4' RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 1'-0" FIN. ON C.M,U. (NP) ` TEXTURED CEMENTITIOUS 2" x 4" SMOOTH oD FINISH ON C.M.U. (TYP.) TEXTURED SILL / BAND F.FL.------------- — — — — — — — — —----------------------------------------------------------------------------------------------------- RIGHT ELEVATION — B1 SCALE: 1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM 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. ,l N 0 N fV N c'M 0 algaZcSlEs�4rP!!6 .++��,t •• J C •. , �. � � ♦s rp. • ?#r r h r . -41• , lijol •� "'� ��: .. R:. i.� . ...,,✓•`+`tom ��� 01 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. M � FW oQE� Q M �+ N aro _J N J N p m � J L6 it Lu � tii Cn ti _- - Lu d J LL. LL (L ui Z2^ OfY O .LC O? `-' W �• � m 04 W J co a Z co M Z uj 0 LLW Z O U U y W M �p z N M O 00 z COry z � � J — — N M � z 0 o 4-J U, LU cc `� .a 4C• U O— � w N r= i �N r— in � U � U,J _ E t II U o Q N O> CO o w CO o < u Q E E zo Wo > <� Z® oa (o iO F- XU UO 0U Z 04 N � o gz coo 0 ¢o Wz Z W� Q% L U mO ZO E <Z N z SSS o¢ wLL ao �nw W� C:) `� >O co � O I¢ a o ~ U 0 c O Orn m m C� \ O aa)i N o O o m Qw E �-- r Lo o = N s— LO (V rn LO r— T r� a N r E2: M o E Z E O V) E L co a 0 � Q o JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. 3.2 2" 1 iv I� N 2" iv 0 `D 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING I 2" � 1'-10" -- - N b T rN 32 11" 32" 1''$" 12' RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 22„ 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-54 - MI.1 VARIES VARIES VARIES VARIES BASE rM I��21� - +=1N in r CAP CD 1'-0" 1„ 1 CD N BASE 4' 13 4�� 3q MIS rl� r A,* 1 1 3 4 M SIN 3" '— 3 3 a 4 MO C'4 VARIES 12" ," 1„ 11 2 2 N rEi 2411 Oil 12„ ro 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8" 2" N 1" 1'-4" = N 1" — (l:—�: Eli cn w 1-1/2" THICK cn w 1-1/2" THICK 241 IV CO a„ 4 t 4" `r � N 1 D101, MW r10"6�� � � N r 6" N 2" 2" rc S rM I � 2„ 4" 3" 24' ;- _ IN �� 4' 1" 211 w_ 1-1/2" THICK 2'-4" A 1,_41, 3" 12" �$ 4" O *- 22" 32, r _ 4 52 1 5„ 52 5ll 4 1� L 2 44 VARIES VARIES -72 iv r ---------co i 00 iD j '46,_ _ VARIES VARIES 3 ;- KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" ;- = KEYSTONE F11 OPTIONAL 3„ 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" iD R¢ y11 4 VARIES 2" 2" CD W N 1 ' _ � � coo`T Mmf NOTE: • FIN. SMOOTH • FOAM/ 3''8" 4" T-0° 10 1 -4 TO HAVE TRADITIONAL LOOK & FINISH EPS MATERIAL IS ACCEPTED 4, loll 'ASz, Rro., 14 1-6 14 N d' 12" 54' 2' 1 1'-12' S4' 7" r 60, d 1'-4" • iv iv 1 1" M� 2 GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 3 t ,5 N 0 N N N CM 0 ter' ff7 i 4y3+a. 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. W am&Q E O M N op 1 L ® �-- •� 20 d1 3k LL W th cn r w a a Y � -j t7a -'ALL _ p r0r o Z �. �•mN cp m j W co M d z N coZ a y 0 Q O U U N Z W ❑�❑ o z co < WN tnot M z W O 4-1 ru W m �! ' .� O w o �N CIO r-- in C.) 6 W J E q14.� c) o I o O m Q N m o� W Mz o Z L QE wo oo aN o E v �_ Z© co N¢z wg ww w, L ¢ ❑ m o o� c U Z 3 ¢ o o g a ao �� O tL� ui¢ 'o a t z¢ o� N O L � 0 > U O Yi O O cCN L m CC.0 TT� 04 T� Lo v co C) 2 CN r LO N 0) Ln r = N �— 6 � O M o cc N i6 Z _ E O _ ` d tj Q p JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT -TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;O� P.ELECTRIC EXHAUST FAN/LIGHT COMBINATION DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PP PUSH BUTTON SWITCH (OPTIONAL) F9 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) T©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER owl_ ELECTRIC PANEL —emu DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 150 AMP/ 01 #12 copper to 20 amp ckts 200 AMP 00 #10-2 copper to WH t1 10 #10-3 copper to Dryer V TR1 V 0 0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 14, 250.94 ��J// 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. VERIFY METER LOCATION WITH BUILDER 'it2lt'1 ` R I I klTc�t_ PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER \ ® — \ { _ I I VERIFY LOCATION _IRRIGATION \\\ i �— ELECTRICAL PANEL I I I I I I OPT. \\\\ FAMILY FW i GF - - D. - - W. - �� 2 CAR GARAGE \\ 12 ROUGH IN FOR \\k% OPT. CLG. FAN/ \ LIGHT PRE -WIRE -r FI — \\\� OPT. \ = I I I _ �„ z— d _ �- I -S -� _ J cn 1 GARAGE I I 3' 4_ r GFI @ I DOG I I I I -- — 44" limp A.F.F. a JI i I I I GFI GFI I /1 U.C. SWITCH i I 1 I FOR DISPOSAL I f jl � 1l�I 1 I I I II F - V-' ENTRY —69 iI IIIIlI G1 WHO GFI @44" LI -----_-----_ A.F.F. PATIO I D.W. I I ------- CAFE'Ih �GFI � 3 3 3 DEDICATED RECEPTACLE ------- I I FOR MICROWAVE RANGE I I HOOD PER SPECS ` ` ` FOYER I I _ _ I I g(%GGFIdb db I I C.M. ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — 1I1t/.I.C. I C.M S.D.qp / I U I S.D. 0 S.D. S.D. OWNER RECEPTI BEDROOM 3 / SUITE FOR I ROUGH -IN FOR ALA/ M I -2--/ S ST M I OPT. CLG. FAN/ _ BEDROOM 2 / LIGHT PRE -WIRE -- — r\\ 12 �' �� %ROUGH -IN FOR 4 / / OPT. CLG. FAN/ DISC. I ROUGH -IN FOR i G c" \� �,/ LIGHT PRE-WIRI OPT. CLG. FAN/ WP I LIGHT PRE -WIRE GFI =VP AC PAD FI VP o► (:A ELECTRICAL PLAN — ELEV—B1 SCALE: %4"=1'-0" N 0 N N N co O 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. MW N 4 g R (0 -4 rp LL 19 'n Lu Q �M0 � a• Y jLLu_ ui a w � Z 0 L 0 'co N to rY O W C/5 ¢ Q a Z L IL N c) a �D p Z O U V_j 0 0 (D z N M o z 0 z J a - N M z u_ / rl 0 w ON �J O 2 LU o U O—� w g U w� f-- J E ml' x' 3 U f/! ¢ 0 0 N r, CC) W Co z9 o z Z JL z o 00 � > <N 4� U O Ca (10 a ao x c¢�i O OD lj O< Z O N ao <o <o aZ d ra �S m� oZ z Z�g J 0'8 ¢w z rn w Z 5Z. °LL a �w W>z U <Z }� NZ � =3 r70 >O Mill o c0 w;s a 0 c O E > d' rn 0 L C 0 0 O Q Y 0 OL *o C m CU o � L/ E T `o o r Lo = N r I.n CV a' Ln r = w N rn EO N C'7 0 z to Z O n E U Q p JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. 4 — � � � mwlN�l. �I�WII1116d�!6'�-•��I��'I�IIWIYw�y,lMJY1WJl{Y=.LLdI#FN�..I.LL.1...JY1�1111M1IS11M�M'm11�liYi4WlIW�� �wli�YrIP11��iIl0Y1.IM11.lIYYlay�WI�R�1��W1� ATTIC VENTILATION CALCULATIONS - 131 JRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Ill 50 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQINof Ventilators ventilation ventilation vented be provided Ventilation . . Ventilation (See Elev) required needed needed required soffit by upper needed ventilators Main 22 2 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-B1 SCALE: %4"=V-0" I Attic Ventilation 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 11300 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SO. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. 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) / 9 = Linear Ft. of Deck -Air Needed) I N O fV N N Mo o��'gaR�e���jyRa�o�Op�� y ram; NO pE7875d •,°� o M ° op °•may �~ 4 %0INN � % i��fdili631����� 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. W a ti v EE ti M V N (0 N J ^ J u- 0 _ 00 N Yk LL W aej cN-� V LL : °- Y JLLLL o-Lu� ez + _ -o Y, 06 Ysp�/ C O W Q W •m N co C O J W��°'°' Z LL co a co Z m W O Z O C c¢i W z N O O � N Z � J N N M z � cu0� L C/7 w a. �L O, U1 . , o L" ves U W � — E t0 zl\ IIIIIrl��iiJJ�\, _ = N U o N C w I_• N m Oco w M¢ o Z J U_ Q E OWX zo oo � Yo ¢ on F-- r6 CL x oa 0 o< 0z o CV L ¢z W o ¢ �z W W d ra Cf.)C C z i� . m O o1 Z , Q! C n J Wm F� Q W �z W Z 50 CL 5 W az °LL ~3 xF o co w� > a° za �� C O o T y N > d' (6 t0 W 0 � nL, W �p N C _ 0 Np VV T LO co 2 Q r U N N LO r 2 O M r N M o Z z E O �; Ca 2E d o U -a m Q ❑ m J JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. 5 -8" 11 T-58„ I TYP @ 1 STORY A U.N.O. S3 5-2$' 2'-6" x 2'-6" x 1'-( W/ (3) #5'S E.W. 718" 4'- S O" H.B.t I N .I � M100 I 4. I I Ilk (2) #5 VERTICAL ■ i e I BARS OPT. D TYP @ 1 STORY I I t= -3 1/2" -SLOPE, I I iv U.N.O. L? LO I I r I fF_ S3 I io -a- CJ - I - °' -I- CJ I o 00 ■ ( INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ALL PLACES SHOWN I CHASE TO I I ISLAND ..... I I I KITCHEN ISLAND WALLS K S3 BUILDER TO PROVIDE I APPLIANCE PROTECTION J WHEN REQUIRED PER FBC I S3 I HOOKED FTG. DOWELS 5" EMBED "GRADE _ -_LOW iC- I EDGE OF SLAB 2" I o W/ 25" EXT. ABOVE SLAB 40 I BEYOND WALL •- 4 -0' STEEL" 25'-6" I I I 20 -6' x ui - rn STEPS AS _ _ I j I I I r �j REQUIRED o I I I I II L- JAI I;: 7-41" T-12' (2) #5 VERTICAL N X M BARS PER FIELD CONDITIONS PROVIDE 1 %" RECESS - I I I II �� IIIZ I �� I K CC CC 1-=F N ■ • FOR SGD. REFER TO I HILL _J�11� I MASON'S SLOPE FOR - -W,H.�` I III III �, S3 I ( S3 r-- S3 WIDTH I I D.W, III I ; ; I I II} ■ - — 19 L - - - - -CJ III -- - _-� f—--I--- — N o • .... . ■ 9 o -' "� S3 I I 16'-113„ 8'-64„ — — — — ... �- — — — — — ---I ■ r -3 1/2" I t/ -3 q!) 1/2" SLOPE -***\ N 7'-18„ 4, 8„ I 3-1/2" MIN 3000 PSI CONC. SLAB IF-0 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. PROVIDE %2' x 9" I iv L N (D — — I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR S3 ■ ; I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONC./ PAVER TO BE 4" I MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 4'- " CP 1 T-5$' I 36'-6$' ..... • • . .. TYP @ 1 2'-6"x2-6"x1'-0" I STORY U.N.O. b W/ (3) #5'S E.W. CJ i AH - _ — CJ _ in - CJ - - - —J CJ_ I I- ■: I ........... ....• N , �„ I ; 10'-108 HVAC CHASE l I C° BASED ON � LOCATION � � MCO : 10 M i � I I � / .- II 1 I• • 1 1 �I N % jj Ij: r�tfl I} �0101, % 17'-2$„ 2,_9„ 2,_8„ 2'-11$"II I I• ' I_ JI } 4-'I I10 C? L- I H.B+I T-O" L 3'-52sz" 1 2' 91 TYP @ 1 STORY A U.N.O. S3 FOUNDATION PLAN MONO - ELEV-B1 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Lu co J CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY -#5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE. 3/4 = 1 -0 N d N CV N M d ,e t_E IVWti 14 4� :�o��•ti�CLN��•++•''�'�+ pE7£j750 No N + cr mom +a '•�.f3�jf.f:i�lilt9'tL�Wa 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 Engineers signature and seal. W • h oa E � CD n m � � 0 _ no 0) a u; w M rnr`r,�a _j Q - w a a Y C: (UU_u' a Wlit S N m O ¢ a U0W��6j6' Z L ; z a W LO O Z O U U y W 1:1El0 z � M Z ip QQN z 0 Q v� d a. J d. N M Zwo Vi z a LL 1 '(DM o—� w Ly, rN Ri co v E oil _ U o "u ) ' c co t 1 ti o C�o W M yQ o z < � J U_ Q O CU ¢ wo oo �10 ¢R z ® oa V oa 0� o E o ao <o &Z 0J <o m� U) U y 0 0, '< z (n N J m w �z fn 0 ¢� z 50 C1 0< a ww W w ao ow �_ �3 Jz =� a� �t z¢ 33 0 O = �N1r rn m m O W O N O O V 1� LO fB (Q = N V �-- U_� N 1— 1. 0) N T O co c N M E (D W f6 E o 'a m U 0 n Q p JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. 6 SEE 3/S5 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO — GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C.- W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 FALSE BEAM SCALE: 3/4" = 1'-O" STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END TYP A RSH ENGINEERED MPONENTS D PER ASCE 7-16 ROOF DESIGN ALLOWABLE OHEIGHT CLADD NG W NDFPRESSURES AND SUCTIONS FORM AN ROOF <_ 5 ft WIND SPEED (ULTIMATE) 140.0 SPEED (ALLOWABLE) 7PHWIND 108.4 EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. [4:12]-[6:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 1 2e 2n 2r 1 3 3e 3r HIP -35.94 -49.57 1 -49.57 1 -49.57 10 GABLE -38.22 1 -38.22 1 -60.99 -60.99 1 1 -60.99 -78.58 j -- --- — ---------T--- 1-- �\ D 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 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ! I I I ROOF SHEATHING: I SHINGLE: 7/6' EXP. 1 (%) or 1%' EXP. 1 (3/16) TILE: 1V32' EXP. 1 (32/16) I IG 1 I I 1 1 NOTE: 1 I I I --� --- ---T - -T --� �-- 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE 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. (2) A � U U �1 U CJ 1U CJ3 CJ5 EJ7 EJ7 EJ7 I EJ7 EJ7 SIMPSON HU410 w/ (18) TITEN 1/4" x 2 3/4" & (10) 10d NAI LS I �2) 2x12 #2 SYP WD. BM. w/' EJ7 LITCH PLATE. BOTT. OF BP FG1 VrGE SI'M I 1U, in ca 00 Com m Ci V UCJ CJ5V I EJ7V (2) X ¢ a ; I Q Q Q ¢ Q jj ! 1 � � I / 1 -- Q Q (2) x EJ7V I EJ7V EJ7V EJ7V EJ7V EJ7VA II �' EJ7VA Q ¢ ¢ O I II EJ7VA EJ7V EJ7 I— Q Ox Q ¢ - ¢ Fwil. EJ7 Q EJ7 II I "I ► I EJ7 " /CJ5 U '/16" OSB 1. @ 6'-8" TYP. BM TO CO. CORNER 1 S5 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 RT3 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 G H10A 1040 1015 18 -1 Od x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS 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) 10dx1-1/2" 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" x2 1/2" 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" SDS 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 V 1 (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (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) 16D SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d 5PT22 735 8-1Old SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 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 Qa EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE 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 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(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 D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" r r� 0 N 0 N N 0 ,o ��• ilo PE.78ro0 :lk :� rJ•� F fve Pis • i Q by fk:- 'IA'♦ts 3�14s atli i��, 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. 9)U W F Q ZS " o E 0 xt a 'n N r- oN - � V 0 ro xx u_ w 3 ir> co Lo fA to ti 'a -r w a N C) LL 0.0 Y Q - CCU_aL o _' L N V , 0 O: 0 ' :3tQ CV CO x OJ J W W �rnon Z a N co E D O Z O U U y W ❑ ❑ ❑ z N M O z N z � � � J n V) M zC1`o O W O N � o aim U w R _ 3E UIq r U o N ¢ No o o Mz w M o 4 J LL E ¢ z❑ DU � >� QN z Q I_ W Z X U C O E No �o - aZ L ¢o WZ �� mo rp _ z U N o J m V Q W U � og Z g0 W >Z oLLLL ao �- a w F� C O w o ui o< do S� 0 c C:) = > d' O C CD f6 L � 0 N •� 0 > Q W C O VV T (0 p = N T� �Lo T 1. O M f ca E Q m c Co (LU E o v m Q p c aci JOB NO: 21-4271 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-Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACl 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load <1 .O Safe vertical load + Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i •' .' i :'fit ; ;i'. ; ; it'. ; ; ik', 0 0 0 0 8F8-16/lT 8F8-OB/1T 8RF6-OB/1T O O 10 O 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 81F44 1611 T 81`40 1 B/1T 8RF40 0B/1T 81`321 B/1T ® ® C9 FORM & GROUT SOLID . • O r U.] 0 O #5 BAR CONT. 8F12-1 B/1 T O O V O 8F20-013/1 T ® V' LINTEL DETAIL SCALE = N.T.S. i E ENO E no � d TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY LJ B/1T H Q J Z 6F16- � Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS cii c precast intels = 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 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. REBAR IN. R (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O4 e ° ° .M.U. #5 REBAR AT TOP e° a GROUT MIN. (1)REQ'D ° 4 D 1-1/2" CLEAR ° d e a ° r J 0 Q o) rA < . 4 C.M.U. e 5 REBAR AT = (n , j _ 4 ° O BOTTOM OF crt ? w w w 0 ~n u) LINTEL CAVITY ( Lu `\ -BOTTOM a it 0O z 0 REINFORCING Q Q C7 co Z u 7-5/8"ACTUAL PROVIDED IN LINTEL z d w'n Q ' b CR D D �o �, <10 #5 REBAR AT BOTTC INDICATED 40MINAL WIDTH (VARIES) W Ln CC a to AS LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 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 O 4'-0" LL O 5'-10" ILL LINTEL PLAN - ELEV-B1 SCALE: %4"=V-0" N O N N N M 0 0;F�Ar ,•Nc - -7S750 a ; a • • r•. Z ��� � ��• .. � : q'., cue �• ; . �� ,,�. r u �y� nip s•`pd�� 5.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. F o E oO m QUJ oo co t y0Q -o LL M o7 r- r; u w ° a a � cl) Se m c ZL Z 0 0 O mo�O1-- C, (NO w LL m J M = UWWc?, Z mZ LULM aN � OO Zc) O U U W ❑�❑ N M 0 0 Z fz d oz � N M V) m 0 w cry w O w a V) c 4 �N U W J E sky g 1 y, z 0 o d Q N oo ti O GO w M z o z z rj E o S o O oa U � o CO N a F ¢ z w o U Q W z r (6 o U m� o o Fr a� J ° oI < w (n o< z z go U a cn w 17k ao <� ;o c0 a �7 z. o C:) _ > O CD ca ca c� 3 N � > LL. U O C)Q C m o 04 (a 6! T Lo C) 2 N �- (.0 r = I� N r o� M o " E (� E CD E a @ ;_ 1° a. o ID cs U _J Q p a) _J JOB NO: 21-4271 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN 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. 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 7TH 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. T BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2,2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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 L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.E 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ 1) 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 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: EWIM 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-1-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) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.12. 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 15132" 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, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" 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: 4.7. 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oyerpou and mortar along the foundation perimeter must be removed be ore exterior soif treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildingg 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. ILX191 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. I. 4 r` N a N M 0 p� r•9 ` ,• pro pE7E750= w s: •° - r_ 1 A - •. 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N IW- o E N N � - -. J lb J LL 0 W CO � to 00 N tor-1-�a Sk I.L W J W a aQj 13 m v r: J J W LL U- W a I W mot - :5 5, C.� 0 �- 0 P R - _j m .4� 7` us u ( pj°' ¢ a 13N u7 M Z < rn O U ai Z O U .0a W ❑�❑ v M � N C'J o � � Nc[ O Q d' U) L/i 00 v � o O V� U u.a m 0 o Q W Y N � w r` � W M z O z U_ a E E O f 00 CL K O o¢ Q o� o E CV It4 Q° Yo �z U) v d o U Nm m .o o f Z aw z EmsSZ Q w SZ a �w U �S Qo By 2 �3 s F ci ¢ Yo V' IQ Z5 a o� U c 0 0 > d- 0 rn m 0 L � M > O Q U ' o O W ..� E N r LO (a CD _ N r 0-)r co") = � � 04 s-`- 4i M o Z (0 Z E E O N � ca a E U hi_ Q p JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 112" 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) k Filler blocking ° x iJ 1/8" gap k FILL CELL STD. 90° HOOK BOND BEAM IT CONT AR B STD.90° #5 #5 BAR HOOK BAR BAR —� SIMPSC w/ (22) ' NAILS 1 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM Y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4" max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit - 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1l16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0" Q - C7 STUB -OUT FOR 1'-0" o a o GAS METER O o to � U O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. U-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e, RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearin�%,Z llwhen 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.* �/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block) -tOd nails SECTION INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D LA (see table below) DO NOT cut, notch or drill flanges 6 A 1 2" ROUND HOLE MAY 6 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER tLARGERTHANly", THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Y NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s0 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sw 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL i Backer block (12" wide min.) ;,I I II I ICI I II III= —� Nail with 10-10d nails. f11=-1 Install tight to top flange. SLEEVE THRU STEM e ° SEE PLAN FOR °• a . • o . • e ° FOUNDATION INFO ° d' STEM FOUNDATION rr GRADE — OMKIC OCE: pr „K, \ 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 AK =�zl_ 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 1l4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. �-A/C CHASE 4" PVC (2) #5 REBAR 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 w/ (18)10d x 1 1/2" ° REQUIRED) a NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 4 q 1=11=1 :. d 4 : q 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION IfPVC OR SCH40 SLEEVE PLUMBING LINE I q `a 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4. d 4 q d d 'q d q q SEE FND. PLN. SIZE & REINF. N 0 N N N M 0 A E t 87 50 I`3 i3 �" r r k. `z � 22-- L O F l!,/ - 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 Engineers signature and seal. to W �E Q M co O (, � N J /i p ::: 0 3 n200 Lo xt" w 0 co N o 0. a Q j LL a W 3: 30 Z m v � o 15'@NCD K O _J W ���rn W Qom¢ Z N mz ILW a XNO Z O U U U) oo❑ z N O o Z � N z o � v J o_ ¢E3 M V) z _ 0 U_ 0 - C6 w O_� w a � c y �N U zl� . . E MINw m _ t N CL o �w co z O z Q 1 o g > < o 0 0 w j Ui z® o a F- ,6 X O O¢ SOU Od o �0 �z C U oLL z - �J r/Zj OJ �W QW zz 2 w S O dir �3 J mi o t0 j;o a �f °zli o 3 m cc O W O V > Y O O o CD �` o W T L O c0 CD = N �— T� N CA (0 L O N r C)E c M N Z M l= O V1 U 0 c n. Q p � JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. SN 1 1�a V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO _ e . BE IN ACCORDANCE w/ ASTM D I I-i 11=I 11=III= D7158-CLASS G or H, or ASTM I rl I -III-III-I ; • 1�1 11=1 I -II D3161-CLASS F, IN �� 111=I� °All 1 11 —_ 1 12 ACCORDANCE w/ TABLE I I I=1 1=1 I I=I 11=I I -III=1 H I 1-I I I -I 11=_I I z P.) R905.2.6.1, FLORIDA BUILDING —III (�— I=11 �I I 1 111=11 1I VARIES CODE 7TH EDITION (2020) _I I �, 111111i I 1 -1' RESIDENTIAL 8., INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G F1 FV VARIFRAI SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4=1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C14 00 6 MIL VAPOR--/ BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I TTT--T=1I TT[ ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. O U 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS Cl) =T1I 4 I °° I SEE A/S3 OR J/_ I.�IlT _ T- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD x O.C. W/ r 2"°x3/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24' a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 2 11 a ° a ° a ° a ELEV. 4-3 1/2" z �3 1/2" MIN. A.F.F. O ° d d 2x4 CONT. ° LL d ° d O ° d - g° 0 A' d N 00 6d —mom III—TTI I D° A• TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O %" STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x WIA INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 31/2"MIN. "� . _ J� P31/2 (min.)- 4 9'' �1=1 1/2"(min.)- 4 -I -I I —T�' GARAGE DEPTH VARIES ° 31/2 (min. -4 = — = 31/2 (min.) -4 -III-I -I 11- 1=Trr- °=1 ITS 1 I i I T=1 I hlTl I f ITI-11 I, ' `` - (2) #5 CONT.CONT. 4 g GARAGE SLAB AT STEP rB N.o MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ �rr SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 0 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M �00 s LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ co`�� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: I A I INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION CIS3 FOR 10'-0" (R302.11) d. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 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 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (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 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS 3501 MIN. TENSION 2600#) () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING N - SPACED EVENLY FIBERMESH BAR w END OF 2" MAX LFAROM VVV16 OR FIBERMESH T .E w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED I­_ M v TYP. '- C� PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR cwi D A D GRADE 40 MIN. F - 40ksi =r ' GRADE �„ D ' z #3 & #4 LAP SPLICE y- a A _ ' D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a D o =III=1Tf} }-�I I I 11=I I I-ITI=T- MONO OR STEMWALL ° ? -- — p D• ZS"MIN. LAP j30"MIN. LAP] g j I I 1=1 I I D I I }T—I I 1Tf T FOOTING MONO SHOWN ° o —' I I- I= 1 00 w 11=1 I 1 1= D ° • l—I�—I—I I�� FOR CLARITY ° P D ___ _ ___ _ 00 6 MIL VAPOR BARRIER -11 I De. ° —L I I -L — R 1 7/8" `� �1=,III =1 I I —I 11=�- _ #5 REINFORCING BAR I I I I1=1 I I =1 T D-I11-I1I-I11-III-III 'T _ iv z II _ I I I -III -III -I 1=1 1=1 1- z I I D. I TIC-111=1I I-1 - I I I I-ITI=1I1=1I -1I T= ' ° 1-1 I I-III-i I -I i-III-I ' I 1 . TI1=1 I I-T�1--' I-' #5 LAP SPLICE NOTE: ° p p _ _ _ 1 �� � III-III=III-III-III-III N D _ *FOR BEARING WALL =I I =III=III=III=III= '' COMP. SOIL. (COMPACTED TO —_ill W/ UPLIFT ONLY _ _ _ _ _ _ _ _ — =__=i 95% MODIFIED PROCTOR ASTM ' 1=1 III=1 I I=1 I=1 I=1 i 1=111=III=III=1 I I=1 1=1 11=I I i=1 11=1 I I=1 I I=I I I D1557) II 1 T-j „-�U =1 I, III II I1=1I1=1 1=1 1=1I1=1I -I I1=1I1=III-1I1=1I1=1I1='' 4" V-4" -III-III_-III,;,III,��IIli��lll,;,lll,;,lII=III=III=I!I FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/471'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. -6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 "—, z GRADE CO I _ _ — ——'II'�I • — I — — • ° _--I I 1 III —III —I' ' ' I ICI #5 REBAR w/ OPT. ' 1=11 �I 1 �I 11— 11= 11= 11= 11=SCREEN ENCLOSURE MIN. ICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS -. CV ' co N A co .4A - 1'1111 II , 11111 LET SEE A/S3 OR J/S6 -I I I I II I I I II I _I- FOR REINF. INFO, 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT a INTERIOR a < a a a' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c9 C — BARRIER ICI I III I I1T� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 (2) #5 coNT. - I_-hI I I -1 I , 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. • x CONNECTION INFO C;1 ° SEE PLAN FOR & LAYOUT DESIGN ° TOP OF BEAM — SEE ROOF PLAN — — —° °. ° ° d�' T (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO M 1 ° a a T11 T. •. _ 2x4 #2 SYP P.T. FRAMING w/ =III TTII I I I I' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ¢ SCHEDULE x SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL _N� . % i •ITY SPECS o i ;�; • • BEYOND PAD REINFOI C 3" MIN. CLEARANCE SCHEDULE) SCHEDULE TAPERED COLUMN F AMING D1 PATIO COLUMN FTG. DETAIL /""' �N 3 N 0 N N N 0 NE 3750 TA < > To the bes 4I"Wt?V^ ledge, 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. fn LO W a v E o m$ 0 a Uj a M V v- LL a Y �� � ii w a U,' � S o �WN(p W O D ILW�24jO' Z ¢Q aK N MZ ENO a �5C) z O U W ��❑ z � o o z � � z < J L'o n, z a VJ ( o LL .0 N LU 0 m O� LLI g U) Ln w - E _ 8 t V p N c Cl) Q ®® o W M22 s z R IL. w. z'o Z® EE o U a0 o0 N — �o a� VO o� E N ao <oW� rp z m o C < hm O � Zz m aw �z p ¢ dUO CD_ N W U a ooLL ~ �- r3 oY z xF >° =1a o 3 �O 0 = > rj- m co 0 L � > 0 O ^ Q ' O O ~ 0 T Co O = N r CV � r T I, N T 0 �! M o z z O i6 ca d E U J w Q O J JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE -� VARIES VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" I UNEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ DER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE ) BLOCKING (2) 2x HEADER PER PLAN >x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER T F;F__�STUDW/(3)10dNAILS 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 BLOCKING (TYP.) 2x P.T. PLATE\\ —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL S / I' TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ El - SCALE: N.T.S. S4 ❑ U1 A ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 it a g" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. SCALE: N.T.S. SL� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1!2" PLYWOOD 112"X9 1/2" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL—� SCRAP MATERIAL J J T' W F1117 O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 G.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a 4 a H SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP I iARAG E IOOR vvvr, r r.nvr� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END I 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) 1 (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" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR i. GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 �R 'y SIMPSON HTT4 TYP. Op FN�NO, U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP') SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER ` 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD�j TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 2-16d TOE NAILS @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d 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) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 2x P.T. PLATE EQUAL @ 12" O.C. ROOF TRUSS STAGGERED FROM BOT. MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. 3 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 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 . ' y" SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP 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. F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING SCALE: N.T.S. 1,S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE % 2X BLOCKING - \-NAILED INTO 10d NAILS @ 6" TRANSOM STAGGERED TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 ' J-BOLTS @ 24" O.C. SIMPSON SIMPSON MAX RECESS SP4 SP4 LINTEL 2X P.T. PLATE a a a 4 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON Nil N-11111 FFSP4 1. NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 4 % a a 4< 2X8 P.T. BOTTOM PLATE OD 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/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES L WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 518"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 518" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 a �o N CV CV CM ( ••L.EW No Pc18750• t: :c OF °•� L 0 % •°•,� �` iI1111rt:.S:B,��• To the as of the rig nee 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. tlJ W LO oD 8 M N W Lo 0 6 c J LJ.. H� rgtirZ a -' w a . a Y 'f 103 cuMVLW �u-� aL� o Z m .v O arro_wOO W�2°jO7 ?•5Na w � Z LL a Z N M z OU K O vOi V N M a z o J V) N z aCz o f6 w O w o U I— X u) U w �-- E 0.0 U o ¢ o N C:)w M M z o Z � Q E E OV zo OO QN Z® oa Ico n7 o E dz o o of dz CV wo �w in c O U wO 0 o QW zZ om Z go OLL� a raw U 3: o �_ w =3 mo Jc cD v z�c a� oo 3 0 c C B � CDCU m L � 0 o > •��'y�/ ^ L.L Y ' O C:)Q U 0 C m o T.. LO cv p 2 N r ' (V rn L() r 2 I� � N r E CV M M o z z E m d E U _j ¢ p °i JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 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 1 O/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 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (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 SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM OS SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. w/ 1 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)7. 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" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND DETAIL SCHEDULE FOR SHEATHING—? j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 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 FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED „ „ „ „ „ THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 1/2 x 8 J BOLT @ 48 O C MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "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/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO --- MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" 4 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM THE LAMINATI N (SPACE O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 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"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"'x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r `" "' SEE STRUCTURAL CHORD BLOCKING N F1 NOTES AND NAILING ' INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS -WOOD TRUSSES `� _ 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" % RIDGE FASTENED AT AT 24" O.C. ON TOP OF tt� EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d40� NAILS @ EA. END AT EA. TRUSS JOINT 2 2" x 4" LAMINATIONS W/ 1 ROW O O (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2X4 PANEL BLOCKING STAGGERED WIRE NAILS OF STAGGERED NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" �p j ORR EQUAON 1 2„)COMMON OR EQUALWIRE (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. 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 OF LAST AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"' CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 112" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" PLAN FOR TITEN TO CMU XCISEE CONNECTION 0 ) 2x4 7' ON TOP OF PANEL [L EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, 4" FASTEN WITH W/ 2X BLOCK TOENAILS _ NON -LOAD BEARING LOCATIONCOMMON rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0' 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g = ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. "5'/1 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .......,... , .......,..., , .., ., ..,... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL S5 12 6.9 MAX. , SCALE: N.T.S. S5 GABLE TRUSS 12" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA, SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 "L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I all ° ° it II a Il m \ 11 II it 11 II ° II . ° II ° il, 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-ENGINEERE 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a (2)16d NAILS 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION 3::� SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. 55 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -t CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1Od x 3" AT i EACH CONN. @ 24" O/C ,.MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN ON �e m IM 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 0 GV N N M 0 LE vvl r� °s Cn: c;S754• o ^'• , lk r R OF 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 Engineer's signature and seal. 0CD W 4 o O M CJ c�pr Co *k v N N m O C o�� ,� q J J 0 �,pO"W M QNMI c�'0 V U- LLwa °- Y °-�� 0 O Z_/ _� 0o N O 'IL x O0 J W� og�a, Z E 00 N MZ a trq O Z O U U W W ❑ ❑ ❑ M 0 Z N M no z � N z ti l U) V) z Cz 0 0 W W U 0 LU o �y N , ^ 1 v U) in r � U 6 w . �- e — 0 m l ! L Emik U ' oN c 0 9 • -® N 41 f o �W M M �z o 5 z Q a E 0 E: w'z= �® om c� 'T i6 a K .0 oa a� 'U U �� O E a 1 do wo ¢ 0, �J L zL—Dip o z Y �Z m 0 0 z in �� <W zZ 22�m N oa a0 Q 3 �w W � 3 � o w o Mja ct Z ¢ c 0 0 N 0 m cc m W` 0 / ) 0 �1 Q > O O O W T co O U) = N ti--- Ln N is (0 LO r = N r O E c N M 0 M z E o 4i ,_ Co tL E U -j Q p .m JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING 2 ROWS 3/16" x 3-1/2" ( ) FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. �� 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 3 DETAIL ix4 P.T. & 1x8 P.T. STAGGERED @ 12" O,C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHTAPCON *2"EDGE @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/411 DETAIL BUILDOUT @cy OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2 x 8 BUCK - CONNECT TO BLOCK Z-0" WITH 1t 114" x 3 1/4" TAPCON (1 1/4" MIN. - "1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END — PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL Lzl�i;41 TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ---------- CREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS — SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REBr (TYP.) STD. 90' HOOK (1 Lila ML ±5A NOTCH WEB AT FIRST 2 COURSI N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. w „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN //7 r/// 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE. 3/4 -1-0 SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" +-7 .P • . .o I —I I i—I 11- GRADE e R• • e ' (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" R ` ` 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) 4,,*FACE NAILS 10d @ TRUSS VERT, WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL .. ' +2L+ NOTC F 3 @ FIRST COURSE SIMPSON/(4)1/HG2" SIDS A R 12" O.C. ` w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1 /4"x2 3/4" THE ` ` TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE - PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) SCALE: N.T.S. • ALUM DRIP EDGE 2x SUB FASCIA I CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" Q.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4 = 1 0 I(—) FOR SOFFITS V-4' & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + c'TlY PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP r + EACH TRUSS CONNECTOR ° SEE LINTEL SCHED. 21 PRECAST LINTEL IjSEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS :{N29!193�1i►1A\to, SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 mi U- 0 w M U U) RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st4 COURSES SOLID W/GROUT a a: FOR OVERHANGS BETWEEN OVER 1 1/2" a CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° a OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 1 r-0rr 51-011 NISH SCALE: N.T.S. e #5 BAR p ° .• CENTERED W/ 4 IN TOP o KNOCKOUT / Cal �• e ea CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL 3► A. ° DIRT z e•• ° STANDARD o e N #5 BAR IN 90' HOOK . FILLED CELL, , ss STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. DETA AND STEMWALL SECTIONN DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM, DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY rm uc..r_1 M nnr.rn SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O CV N N o 4,�A�1{{IisddPrfeA '► l.E :'Vh 0 'a.. Wit• No PE 750 ..* a �LU: E 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. 0 W) IW- o E ti m N ♦� N N C J J Ll 0' 7 opU) LL W M 0 F­ r� a LL W a EL J LL LL aLU0 I n z13 a2,? ° W WU� t,-;,o- P Q ¢ �d NM z -j Ix ya O U �LL o U�r Z W ❑❑ z N z � N z o � o J Q N - N M z M CD _ N 0 +-J LU � U 0 w o � c U L is U o y e C CD m �� ¢ N M W Cl) z o Z Q E zo gO oLL QN Z® 0 z XO Da �O — E O O a� p a¢ Z OU 0 a Z K J 4% L ¢o rp CO � Z O Y U m� 0 0- Z J m 0 ¢ ° Q W �z p� O d LUQ U �o NW 0 �- �3 o w� >_ co Z ¢ a U �i N O 0 0 L 'C > U O N 0 „� Q Y m o O o m I"- ^ 0 E N d. T LO co p = N �-- N r = rn N r O E cM z CC z E 10 `m c CC 0 C_ U J Q 0 J JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. , 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-IVV `W L/-"\VI 1 11\VVV YY LLJ 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---\ ------Z—WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES IT 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION — MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL , MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH 191:41-1:rTAILTAI BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE =F PLAN FOR MOI VFO .. - -. • . - —:aim SEE PLAN FOR CANT. —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 SCHEDU D/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR a SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO � 511 / Y COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER EXTERIOR SHEATHING INFO. ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR GABI MORE INFO. TRU; 2X4 BASE PLATE W/ 1/2" PLYWOOD SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ EACH COMMON (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TO FLOOR GIRDER TYP TOP & BOTTOM BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS BM. SPLICE OVER CL CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN c°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS a° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. 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 ENTRY FRONT WALL SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS v OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 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:NTS DETAILS &SECTIONS N 0 N N N M 0 .rig' �:••No �50 M ST A • q-ee }>r 0 OR \ •,`w�,'l ,>e, �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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W �E N �' N QS N Co-1 u. V om� (A 0 •5 W N 4t �,' W 6o 0 � r; � tl4 N o -r w °- u a — aNe JLLLL a �° ' °' Z 0 ED 0 F1 N tD m 00 J Q Z 00 0 m Z LL M a a- to O 3 - p V v N Z W ❑❑❑ M 2 N M 0 z N Z n Q � J — — N M z v � q)V) 4-1 W V OW p L N V v W J m 8 ® I t N 10 W M CO z m Z 4 _J ,� E ctFZ® o1 ¢� Q E r.co Da — CL 0 ¢¢­1 00 O< Zi E N ¢0 wo ¢oW� Q w w >_ (9 C pY m0 ZLL Z CIO f 3 z 50 3 oa � a �w <2 �Fe i6 W- _� >� o CIO z� ° °O O L � � U O Q NO4 o O m C o o � E r �. r Ln M o = N r — N 0) C°rn LC) r = r., N r O rn W co o z EO 4 E 0 � JOB NO: 21-4271 SCALE: AS NOTED SHEET NO. D1 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 AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER 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 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure 1 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 y 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 4 in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE WEATHER VE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ;ED FLASHING SELF -ADHERED FLASHING M rvlonuv�a rv-..�rmv�a 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN 1'-0" PER PLAN 4 SHOWER SEAT 4 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING CI SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER a- D- IX W LU a. (=1) W W U = W LU w LU O 100 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 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD IR :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS - SLOPE 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 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The (Dindividual 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 �' CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 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, substantially nonwater-absorbing layer or designed drainage space, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING --" LASHING 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 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 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 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. SELF -ADHERED FLASHING INSIDE CORNER �' 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously 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 putters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH i . WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE Ill THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS SACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 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. 7/8" Cement Plaster WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all buttjoints need to becaulked using Stampede or Sim. caulk for all NO N N N M 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. as W QCJ 't E M 8 8 oo Co R r Xk N 0 _ LL 0 Lo 0 c: •� L(j -. N - # LL W M o tq o " N a- rL a - 4 0 Z :_ o , cr o OY r.o`r @Nm Oow LLO ILco Ln N M Z 2 rn O � Z O V - 1 W ❑ ❑ ❑ z N M 00 z N z � � N U) V) - N M z CUawl u- a--i rC5 w � 'j[•� O-� N �tn w S w rC3 �- U w m J ERIM -mac 4 o e•... u o e c w M o� Z LPL Q o z o Qo > a � z an Z a� �ww U a� %.-z o o o o� N o .9) ¢a z Y m� o o' z r Za) � J o �� a w 1z son - Q og OLL ZZ go a mw Mill V ro Qo aLL =K =I; o~ >O cD �1 wa za a o3 .N O O N m L � > v O N � 0 O m co n�1 O E r o V r cc = N r _ ' N 0 �{) r = rn N r M o (� ca Z e O u c cc c d U � Q JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. W P I I N 10 'rm P-100, ofPRODULC"'T Vi February 12 2021 APPROVALSPEU"IFICATION SHEET(2021) Florida Department of Business & Professional Regulation P.A. or3 8ulltlln9 Codes slid Standards tnno2i Product Approval Application Detail to > N O � LNW Q 0 O co Mto,untigradirtsgi1 Galt rE i v 41P ° t rid"pi21"�M T U T��r, • Back cross upport Way /fie cut'pD wJ SeeAncittQrScheliul� rtt�nxr3ra t e� au9 i - • ..., VrZ r1a�,-.T11:,S,LCJ ,' 1yp') (� 0 _-- #14 'elf -Drilling �aCrC'1M3 I '►!I'P. l#yN . a..., t. tLYfTI Edge • � � �rCal.'31nfrori Washers FrontCrnss Support Self-ip,krr Ntis (May bEivut'to ) �,r�.ppay,�te,a. T�qy/'��'t r R�Iq at �w,. ® �e� iiCe:t Bracket Loh S [ IV re,l rl { r�r Self-13t'iling ycr€ IrAr�l Brackets a�T Back Cross Support into AfC Unit Bottom Side' ypi1: 3dachsWefor hurrkaneusa) INSTALLATION i. R' ��p__ u�,,i[ C�toatiiilppi1s49NT7a1sr1dOC'I'aari gslkltl�..lYlifrs tre6;1-1duagpalic aid4`.'al@! ' Pry, a,t�aa ,r ell Api Florida Department of Business & Professional Regulation Pags1M1 Building Codes and Standards 115/2r12t Product Approval. Application Detail AS rq}�� ulred b Florida S#tu# 553=842 and Florida }idministra#� Code 9B- lease roide the inorma#ton and approval numbers on the building components listed below i# 1. ... T it I 1 1 ' 1 �y . dry +fi t +y y •• �y 7� �y construction •may ryq,' /y which they ill be utilized on the Le NrF-A struction project for 1PB1 ich you are applying PA.dr a j i i C - /�^�` -� ♦V V✓I CU W V -0 O O t tip L "✓ O 0 L.1_ O }, 4� � ECID 0 > � 7'� '� v^' Al O ♦�f/�� W V,I /1 � U) code Elaliv ar coo �e Date pendlnd owe a(Ljg'. Version. Manur2afurvr ConCaaC.. Erralnear&LldansY. Validated By VBI $ubmltfed FHC.Aoororal Apotvretl ^.IJ Revision 2020 Therma-Tre Corporation SW6 Jaspers. Lyndon F, Schmidt, P:E Ryan) King, P.E. 07r232020 STM=020 07292020 10l13f2020 Approl Categoull Edrler Dome (800)8437628 pE-db409 C813)767.6655 Subcategory- Swinging Extarbr Dear Assambllet sjaspersmuMthermatnl.ca Compliance Mathad• Evaluation Report from a m Florida Registered Architect or. Licensed Florida Professional Engineer =1 aRSRatltls -.. _ OualUV Assurance Moravediar lase. ApprMred for Use Mbfld Damon SS -� Pmduct Modal. Nurt�DN or Nertla Product DwedA On Comract ElCWrdlas Date UI HVHZ Outslde HVHZ R Resistant RBe81Y0 i _a Thelma-7ru Fber-Classlcand9mooth-Star Nominal ed#398&quol;lmpacl&goof opaque 12f312021 -Yes Yes Yes WA Clxllposl{e Edge Fiberglass OilDoor (InsydngKaulswing;X ca,A9urodon) 2 6Thartna 7N F6e Classic and SmaviH Set Commsite Ed9,8 a.kn act& ot; Apo a 123i 202 Yes Yes es ,. -- S+wa p qu W. Y Niel 81dcIlb(s)tnswhgiOumIno"XO O ar OXO eentiqua , 3 o. Therms Tra Fiber -Classic and SmoatlrStar Normal8&IM,8 &qua;Impnd&quoh Opaque 121312021 Yes Yes Yes WA winudadEdge FiberglassDoubleDoerwitXK wlhout 5delxes rinewinp10u1W4ng: XlCor OXXO ga �p mtdma, 4 tl.Them,a-Tru Hoer-ClasslC and Smmih+ata� Nmtinai $$ii3$48gaa,lmpad&quoF Opaque 1]/11R021 Yes Yes Y. WA Composite Edge AG{Xglasssinlew rinsMnglGut wllrg; %cmEguroilanl 5. e.Themla-Tai Fiber-Classlcand smooth-Slaf Normal a'039 i3&quot;impact&qua Opaque =12021 Yes :Yes Yes NIA Compostte Edgy Fiba'gla5s61ggle Pgorwiin. - Sidolte(s) flnev'nglOuliw"Ing XO OX or 0XO a i. Therms.-Tru Fiber-Clasak and SmoaiStar Norrund 8configurat16#3910 &quotgalpact8quot Opaque 12I31/2021 Yes Yes Yes WA• CmJEdge RbarglassDoubloDorwithor wkhoit Sitldaes rina.;iitg/Dulening; XX.m OXXG configurations) 7 g.Therms-TN Fiber -Classic and Smooth -star Nnfigurtions),88tpq:knoed&quot Glazed 17I;12021 Yes Yes -Yes N/A CanpOsite, Edge Fiberglass alloo boa 8 _ (hsuingKMsti.•ng;Xbmlguretlon) K Theima-TN:Fiber-Classleand Smoethil Naninal 6&#39$3 ud; ell not Glazed 1WVD21 Yes yes Yes !A: Ca teEdgelbargl�5na Doo<w;;h N Sdalteis)'tlnsaingOutsding,xDnXoraXa 'oafl9urpti;orre) S "i Thenna-Tnt. FibW-Clase-ed Smooth-St$r" NoarnN08# A squa;lmpeat&cryol• Glazed 12/51e2021 Yea Ye's Yas. NIA without id Edge nswingfOss Double Dao'r With without slime atlnsxineroutswing xxoroXXD- � � ib 1p J, Tharma-Tru Fiber -Classic and Smooth -Star Nmnnel 88#39,9 Sq ot;lmped&tpld: Olazatl 111112021 Yes Yes Yes WA Ce1PoateEdga,Xconigural�o (InsuinglOuls�aing Xeonlguradon) 11 k. Therma-TN Fiber -Classic and Smooull Nonlnal.e&#39A8Wa:kpped&quot Glazed IMI/20Z1 Yes Yes 'Yes N!A CornposheF-d9eAba ghass8ingleL)OOrwah - dddeSs) ilnswing#0u a ing. XO, OXor OX0 cenfiguralldns) 12 I Therma-Try Finer-Gl-leend&noah-Soar. Nonlnal 8b#990& UotJrr act& O1::Glazed i231/202) Yes Yes s q ,_. p tW Ya N1A. Ch"pealfeEdgeFiberglass Double Dom %i,ho with out Slddllas rinaWnglout3wing; XX a,; OXXO al `-In 6&#3 13 m. 7hemla-7ru Filler-Clxslc and SmoothStar hia'nna18&#39;8 &qua;Nnpact&quoi'Opaque 72f5t2027 Yes Yes Ye9 WA CarposlaEde. Rherglass Smgie Door wen &goot;Nkrn-Impu d8q-1; Sidel@e{si (IrswinglOuga Rg: XO, OX a OXO configurations) p 14 n: Thermalher-ClasNc and Smooth-3tSr Ncmind S&#33,8&cluet;imped&quot Opaque 12G12621 Yes Yes Yes WA Canpoate Edge Fiber ass Double Doay/lth &"cor:igmellot�dMaee(Inswll;�Dgts"'irs; Oerni ca034;0an) 15 p.7ilerme-TN'RhervG19a81bana5mopai•Stet NomNnmB&#S9R&qua;lfnpacl&otot'Opaque 121312027 Yes Yes Yes WA. Car Edge Flhprglasa Singe Door with &goat ot:NdNdmirnpaaBquM. Sidelee(a) (Insgingloutswlng; XO, OX m OXO.collgumdons). 16 P. Thermal Finer -Classic and Smooth-Slar tr.J 8&#39tt&qud:mPed&qud;Opaaa.. 121312021 Yes Yes Yes NIA: Od"Poota Edge Fbergless Dade Doo-with &quotNbn-Impad&gJ adds 0hawing(Outsudng: pXXO eonfigumetiW 17 q. TheneaTN Rber;Clel and Sm..&ISter MaNne1 60l R:quotNdn-lmpactli Opaque- 12/312021 Yes Yes N. WA Ganpoaite Edge F7berg(ess SingtaDear - 18 r. lherma-Tru: Fbar-Clasaicand Smooth -Star Norl Ba#398&quot No Impact&qud; Opaque IM12021 Yes Yes No NIA cm,Paslfa Edga F7na<giaas single odor with Well (Ia'w rrprv5a6wing'XO, OXor.OXO Nommraztona) 19 a Thermo Tru.F txer-Glesstc and 5moo0h5ter Hmnnal 5&A34,88quat;Nat-Inpact&qua:OPegUo-:- 1?J39R021 Yes Yes Na. N/A Conlpoefe;Edge Fibergleas Double Dom -with or wkhigura kespnsHmg/Outawhg:XXgDXXO ccnfigurmipns) 20 1. Therme-TN Flbar•Classlc and an -cat r2r Normal 8&,J&quallNon•lmpectd[Wal; Opaque 171312021 Yea Yes No NIA Och"aita.Eft mberep-a egla Door (InsvAngAkdswnxq.Xtmlgurelon) 21 u. Therme-Try Fiber -Classic and Smool Nominal a&lJ&quot:Non-Impact&quot;Opaque i=1n021 Yes 'Yba No WA.. Cunposl-a Etlge Rti&glass Single.tl0aii8h Sitl PDT ff)'rhts-mmlf W90wing ngl DhprOXO cOnfigumtlon6) '22, 'v. Therma.Tru Fiber-Ga631e. and$moolh-Star Nd1t(ma188#39'08gaa NOn-MD44t&gUCt,'OpagUg, IMI2021 Yes YE6 N0. NlA:. CtMllposita.Edge Flbalglaa3 D0Uble bOCr N'Ith qr ivlthautffidellkes tlnsNrngfOuEstaing: X7C or9Xx0 ccefigurational 23 w. Tnerma rru Fl-classicand Smooth -Star Carnpe18&R3geMitad:Nsangle Door ;Glazes 23,2021 Y. Yes No WA Composite Edge Fiberglass angle Door i h-dilig'Ou -Irg; X cmlgure", 24 The ma-7N Ftlo-Classe and Smoog 3pf CaNne7 Ed ga&qud:NGNmpaN&qud; Glazed ?lSiR021 Y. Yoe No WA Crxtlposita Edge1= bergWss Single Doawah Sltletlds}(IrisaangK7utstling;XO OXaOXD Noingi 66la 2fi y.Therms-TYuFibehGlassldantlSmooth-filar NaMnal dB#39:8Glued 13131(2021 Yes Yes NO NIA wcnmo ells dga r nsunigiou ouble X%-Ith 01, ccnrrgura(ion6l 26 z. Themla.-7ru Fiber-Oasl and pmewfil Ncmmal.aglil 78quIN NaNg?lle aids; Glazed 12r31Re21 Yes Yes Na NIA Ce PosteEdgeRheoalIgura aDaa (hfswing70p1snin9:XemBguration) 2-1 za_ ThNnla-Tr4 Firer-Gassle and9mgttlh-Star Niardnalb8#39'0 &RCa:Ndn•IrryacC&q<la:_Glued im12021 Yes Yes No NIA - Composite Edge Fiberglass single Door will - adaill 0-fing/0utewing, Xo, DXar OXO confguralrPnsl 28 A, Tharml Fiac,Lassicand smeaBa-Slar NoNnpl&&#39'0 &qud:14o1-ImDedBquol Glazed 17/31/2021 Yes 'Yes No NIA. Composite;Erlge Fiberglass Ooubie Oopr with a without Sidelhes Imsg1nglOurbru g, XYmOJ oarovirm nsi Cate o Subcate o Manufacturer Product Description Approval Number(s)Test Pre ores Ex a Date I. EXTERIOt' DOORS A. SWINGING ThermaTru Fiber -Classic Smooth-Star(NON-IMPACT)FL ii4 1:1 _ l' .M1N -k. l « �? 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star IMPACT) FL 8 + 7. ''-67.0 pet 1 131#2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL.20470 +80.01-80.0 psi 12/31/2021 B. SLIDING MI Windows and Doors • Series 420 FL15332A - FL15332.5 +40.01-40.0 psi 12/31/2024 I P'�:rrT �+ I� 7s 7Gn +i7' S.A 1 Series 9 FL 1=wd' 4 1 7 1 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8 ) FL8248.3 +31.0/-35.0 1 / 1/20 3 Wayne -Dalton Series 8000/8100/8200 #1123 16 7) FL8248.10 +30.01-�n5 12/31/2023 D. METAL LOUVERED DF' Curries Di Aston o#AAC►GT Inc 5[17y7071727y747,an i 7 Single t Fairs Doors FL115 7`.1 N/A Vises ins# sht 1213112025 1�,�■ ■-.�r�, rill. ■ WINDOW !!_ YY��/i"••77 1V A. SINGLE 1-UN MI Windows and Doors Series 185 FL17�498.2 +60.01-60.0 psi 1018/20 3 P G T Series 5500 F L239. 2 N/A7/ 301202 B. HORIZONTAL SLIDER ' Mi Windows and Doors Series 188 FL15,351=1 +55.01-55.0 psi#' 2111612024 C. FIXED MI Windows and Doors Series 1 FL15349.1 +80.0/-€ 0. � psi' 4131,2 3 PGT Series 5520 FL.243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131►2, 024 PGT Series 5500 FL2611 N/A 512812025 6 .6aHv. or. leg fig. Qa[e Penrllrm a Tv" varston Merwfeeturer Cordell Engineer .& License wandered BVvalidated Submitted FBC Aral Anarovee a-t- Affirmation 2020 Smart Vent Products, Inc.. Mlcheel Granem Hammes Nacre P.E. Looks Bowden DE 12firi2020 12If812020 12282020 Approved hicasmanveg PE-737?8 (33d)3W-7800 11 TolhIl ProduetaIntrpducedes..Resukvf nfa@smanveht.ca„ Gubcadv SMUdU eta Introduced New reancelIl ComPllanceMalhod. Evaluaation RPP4A from a Florida Re stered.Al'hlecl'or a Lmeased Florida a Professional Engineer aP� - - draft Assllrarce Approved for Use ADDroWdforlrse 1IMPORT. Geslml $g- prpaticrMOdal. Number nr Name Rrotlu[F t3ascflEUiln Cadradf Exair2flon bal0 n IVH DUlslda rrVrrZ R l Press r'r$ 1 SmartVerrt Motlel#1540310 Duel Function Fiootlantl Vertlllation Ven 12/312020 Yes Ym N!A +100F700 2 SmeltVent Model#1540.111 Duel Function Flood and Vee leilon Ven 12Y342D20 Yes Yes NIA +100F100 3 SmadVent Modal#1540-520 Insulated Food. Vent 17J 2020 Yes Yas NA +100b100 4' Snol Model#1540.521 Inwlatod Flood Vent I21312020 Yes Yes 'N/A +1004100 S Smart ant yt1S40.&24 168.qud; cdrase Doer Flood Vast 1713i2020 Yee Yes NfA N/A 8 SmadVent Motlsl #1 S40.S70 Wood Wag ln9uletedFlood vane. 127312020 Yet Yas :NIA .10 Df-100,. 7 SmadVentModal #1540.574 14:5"1 Garage Door: Flood Vent 12i3t2020 Yes Yes N/A N/A' Florida Department of Business & Professional Regulation Pagel dl BUIIdIngCodesandStaitdards iN4 631 Product Approval Application Detail �.i.. E. OTHER i 3. PANEL WALL A. SLING • , James s Hardie Buildln Prod. _ Cam��rllan 'sa Siding and HardiePlenk Lap�'�r Siding 1 { 1- r+' FL13182.1 - FL13192 2 N/A 1213112023 B. SOFFITS Alside Solid and Vented Skit FL15 72.1 - FL15272.2 +75.01-75.0 pet 1213112021 /�ny�� �r•�r�' C. wrfT�Ei ♦ .,»-.,_....,,_. ,. ..„.�.,»-.: ,��,..-.,.::.,..,...,,•..,� �Ir ,may E i�'NC= PRODUCTS : O ■ G A. ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124.1 N/A 1211812022 B. UNDERLAYMENTS Tamil 151b Felt Underlayment �,i, FL12328 N/A �,./sf � 10/1812021 p��+y �/�4 �{i� �+ �a C. ROOFING FASTENERS tea,, �+ NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A 919/2026 Code Entity ,y, ,�tg. D,�tg Aate PrndNlp ,�jg Tki Version atanuradurer Contact Encancer&Cleanse validated ev Vaildetetl SuhmrNan FBCAmrova7 Aoarove0 Statue ReMslen 2020 Drexel#4utais. Jim Jason Shumate: ZacharyR Pilect Locke Bawdo P.E. 08MOM20 OMW2020 0/202023 10113=20 Approved Category; Roofing pol 30&1511 P&74021 - (334)300-ISM saacae..matiEting shumae@dexme:can CampBanae.Method E-vglualion Reppd tronle Flalda Ragistared Arehitecf are Licensed Florida PrdaeS1a31 Fiercer - - ,.. .. .': , .:.- Florida Metal Products. Inc T Vent RV 10 FL21580.3 N/A 12/31/2024 y �y Incy Lomanco c T �r� Vent DA-4 Exahust ■ aunt +•�#��raa�r�y FL1 7202.1 % rya sp •. + 7.5 -97 .5.. psi {y a�'•� 12/10f 02,5 E. ROOFING TILES Boral Tile Villa 90 FL7849.27 - FL784'9.28 N/A 12131/2025 Boral Tile Saxony 9{?0 FL7849.15 - FL79.20 N/A 12/3112025 dlali[VAssraance. Aporoaaafpr Use ADbrDYedfar Use Deakin Sea#.-ProduMModd, Number or Name. Product Destrloll centrad.Expiration Date In RVHZ OuteldeJ RA'sla t Pressure �'+� /jay �+. �'y�s �r'� �r DMA+! 10ONS, DMC 150SS, DMC 1 f 5S, DMC 1 Dra:at Melai R..J Systems OMC100NS; DMC 15055, DMC 175S, OMC 2006, 17al,7025 Yes No NIA +0N a0 - Dull F. METAL ROOF Drexel Metals, Inc. 200S1 DMC 5V FL17679«1 +01-180 12/31/2025 5. SHUTTERS Florida De partmentofBusiness & Professional Regulation page ld3 Bulking Codes and Standards tanazl Product Approval Application Detail Florida Department ofBuslness&Professional Regulation Peg.I f2 Building Codes and Standards 7P+2027 Product ingCodesandStandardsDetail A. STORM PANELS' Global Protection Products Galwnized Steel Storm Panels, - FL1 78.1 - FL15076.2 - Ill 12/31/2021 p American }} All American Shutters Glass Galvanized Steel Storm Panels Q FL17869.1 N/A 1213112021 code WIN 290 Date Data Pending .(�[.@ SY@.4 r)_arsim Manumcturer Contact Engineer&Licensevegetable! By validated Submitiad FBC Anma l Approved Status Revision 2020 Thmma-Tfu Corporation slats JaSPersal Lyndon F.Sehmldt P.E: Ryan J. IOng. P. E. 07232020 0711.2l2020 0729/4020 10/1372020 Al Caegary: Exterior Doors (800), US-7028 PE-43409 (W3M767-6555 subcategory: Swinging Orcror Don A�semblies spepersonClheir lru.co Compliance Method: Evaluatfan Repod from a m FloridaReglsleredArdldect or a Lleensed Florida Pofesslonm Engineer e Y Date .. Entityor$j@ j§tg. PDOgu ndina ,,,,, IYJ7_'. version Manufacturer CotNaa Engineer Valldaletl.BV aV lideted tltfeL pBCAwroval Apnmved Status. RvAsion 2020 Tnrme-TruCemcnatio; Slave Jaapers¢i LyndonF Sbhrradt. P. E. Ryan J. King, P. E. 1011312020 07/12J2020 07/30f2020 1WI312020: Appraewd Catagary Exredp boars (NO)643-7628 'PEE43409 (813)767-6555 SWCetegory: Sounding Ederlor Door Aasembi sJaSpersonCthamlaeil.co - cornplteJ Method: 2v ft aReport tom . -a m Florida Registered Architect we Ucensed'Floi#e PrWeel Engineer V �e STRUCTURAL ia�E'�LF14 �'+'/''��L�®/''y ,,{ (y,� COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie Tie p see chart 4umltvAasurance Approved for Use Approved far111sa Impost DeslOn Sea# Protlud Model. Winterar,R!�me Roduct DeacrloNon ColNrag}xolra[Ion Oate r HVNZ outside HVHZ Resistant Pressure 1 a. ThHima-Tru Finer -Classic and Smooth -Star Nominal 6&#39;8 &qud;Impad8qugC Opaque 12nl2021 No Y.J. Yes NIA Composite Edge Fiberglass Single Door CinswinglOutswing: X configuration) 2 b. Theime-Tru HhervClessle and Smooth -Slat hill Co p-0i Edge IIll Introact4um; 'll... Single Deoreliha 12212027 No Yee Yes WA sidut fs) Mswelgputswing: XO. OX a OXTJ cmfigamlmsl 1 &qu Fib 3 e. Therms-Tru er-gessk end SrtroniMStar Nrmhei6&#398 d;lmpect&.qua[Opeque 2/312027 No Vos Yes NIA Oem Po all Edge Fiberglass Double Door with or configl.tioneannawngOuswngXXaDXXD enlguratims) 4 d. The lrna-TN Fiber -Classic and Smooth -Star Maml al 8&#350&Wd lmpsd&quol'Ops quo 12I312027 No Yes Yes NIA Composite nnsvtlngrOueswEdge11-nagurabom Fiberglass Single Dom ini Xeo 5 e 7henne-Tru Fbar-Goss c and Smooth -Star Manlna188#39 0 &qud impad&quot• Di qua 12niM21 No Yes Yes NIA Composite Edge Flber0less Single Door with ets) 0ns#inglOutswing: XO. OX or OXO emilg configurations) 6 EThenna-Tru Fber-Clsasle and 3modh-Star NJ OM9;08gJlonipaottli-t; Opaque 12P!liA=I No Yes Yes WA Composts Edge Fl6erf$eas Double Door 5, th or without Sideflta6 (inswinglOuls'a4ng: XX or OXXO A ) emTiinal "Al ] g. Thartne-Tru Rber-G95Skand Smooth -Saar Nominal Cd9;88quatlmpad&quota Glazed 72812027 No Ye6 yes NIA CanPosde Edge FJlerpless Single Dom ri-wWwo.tawmg; X configur t i a h. Th5me-Tru Fihar-Classic and Smedh-Star hlaninal 6&p3g,e &qud;lmpad&qud; Glazed 12/312021 No Yes Yes NIA CaneastoEdge FlharglasaSingle Door with Saamerat(mswingxruts'rnng. XO. axaoxD 6onfigaatmal 9 I. thelrrla-Tru Fiber -Classic and Smooth -Star Compel Edge herI Double D Glazed 12f312021 No Yes Y� NIA CanDoske Edge Fxmerylass Double Daa with p ..ill SideRes(newhip'Ours.119 XK or OXXO confi9 uraeons rpUaIltV AaeUfallCe AbproYed forties ADprOVed for Uep Impact .Dayton. e Product Model. Number 4r Name Rpdud Uascrlptlan GontradEmlralib Oats n n I ViVHi outsltle 7iyri2: R se IsteM pressure 2 i a _.. iu " e Gas-c- n Sm --r "ireYes 1 Th tmaT Fbr sl ad adh-Ste 188ii3908`dim d ud'azed. 121 '1 t7-: Non. &. CI f202 o es : 13. YNIA .. ...: .... ... Compose Edge Flbogl0as Double Ooawtth:. or wlnWt.SideM4s llnswh9 tS'rdng XXar DXXD urailoY � �t« ..-. . , , . ,,.: .: .• ..a url Atwrar¢e Artprpvo To U A ea far Usa ,. M 5� a ty _y( pP ov Jp}�. pg;CigQ :Sso k. not 6det..NUmber a.Nema PradudtDescTl4han' CorlUeot Ex4irahartaafa Dut9ida.HVH2 --' u In Rulgill rr°sa re 1 a. Tb arms -Till Fiber-Claesic2nd Smpotn-S1@{ Nominsi-68#39:04.quotPlm•Impaa&quF:Opaque 12+31t2021' M4 Yes NO N!A composite. Edge Fiberglass $Ingle Door (InsYing/OUMaN4ng;Xeontlguratialn (D � z � � .� � T U O � / any �i, B. TRUSS • 0...T1,1� ' • ��r�{�/R�r� /r�•'yy f� �+ Y•Y /�q� �$ Ey I • " "r„llF.iin'VIII p4,A'n*•"n#s3 � _ 1 T 1 1i ,�q rr�•ry� �p ,�yL. Alp'in "•" •11#°'..3 Plates �ry��•.7s rst.'�,riry�{�: ,!� FL1e+"r+r..1 - FL1m+•.r'nJ«'T N1A 1f ,r`i 12F11'Y r`'��7 �r j� MiTek Industries, tries, Inc. �i/ ill +i-a'r7 n , �'V +7 'Sr Truss Plate �r}yr ,r•}y Fi�4197.1 - FL2197.5 y� N/A w�y7/{} .�{a 6/301 021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, P'SL, LSL FL8527.1 - FL5527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 ,.1 N/A 5/2,112022 Commercial Concrete Products, Inc. High Strength Concrete :Lintels FL17174' N/A 512512024 Florida Department of Business & Professional Regulation Peg.I are Building odes and .Standards 1Aj12021 PrCrdUCtA roV.at A (Cation Detail pay 7T I. ? ; The products listed below did not demonstrate product a�jp rowel at plan renew. I understand that at the time inspection of these products, the tbilowin information must be '.- I available to the inspector on the "obsite• 1 co of the product a royal 2 1 T � p p pp * � i ' � �.- .. ., _ .__ __ -, >. ._-_ __. .... .. ...,_.__,,,__ �_. -__ _.____.�.._ ... .. _ _._....,._...__,__._i 3 % 9 ,,.. I z 9 � � - i s 1 1 ! 2 1 , r+• . -,� .. - •.•,•, ( t - 1 { ! 1 ..,m:,,.r..,.n.-.»,k.,.,.....�.�.:�..,:- ....w........:....... •_.>..,.,,,,...,:.....�...n_-„��;,�.�..:.....,.,,:...M :.,Ain,..,... �,--.<,�.:.ww-,...,-....,..-._'-__-x=-4<>,....... t gg w...,.-... �•w ,.,....a« :->, s-w..:,.,,m.-_r..-....- w.,.�:.�,.-.,,,..,.w,:,»-«„e.,�,�..,.r.,,..-. m �.«.. ,..,,.>«„-...,.:->•�a��,...x:.�,,,;,,,,,,;,,,,r:.. ,. m,w:��.,.,-rr.,..,M:.K.:.,.>.,.-R., t a d 1 :_....... ,__.._...-.. .. _._._ ... .-..___._ .._. _.__._ ,.-. -.__. ..._-.__-__. -_ ____ ._.-._--- a- ._ f. __ - ..-.-..._. -_. __.-. _.__.._i i APPLlCAt+JT SIGNATiJRE s DATE � &L3IlY4 9r�° Data Done Panalrw Date Marmfachtrer Endril Users. Valdated By omval Agnmr de Status. lY8@ version CordedVafidated S�rn(ttN FBG Act Ml Nflndo.+sandDoa'9 Brent SdY L Roberto L Revision �20 Luis Robe o cones Steven M. tlrieh, PE 1(M7612020 10Rr8 D20 191142020 1211- 20. r rigor' l2. 520 dead ApP Cat :Extan:Doora 3-330. &... SWtetego.... srmn Extarla Dom Aasaill bsPoingerQMtwd.emn E62 14 (717331 L8454 nr g Cam Iianee,thorY Eva a Ion Re om a: . P Me N t pat R F4 ds Arch o6t LlcensodFlon r act. n Rg.. d a Profess nalEngrneer •':: - D Duailty Assurarsa Approved Tor Use >Agnragefor Use lmpeet Oesiwm6-0wnfi # SA Product Modal. Number or NaMe-Protlud Desorin oUoCarVrad ExDRa}lon Date Ja,y Wage,ld, Fll/H2 Rasistmd urall 1 9ERIE9420ALUNllNUM SC9D SERIES 420 AlUMINUM5GD OX0 1273112024 NO Yes Na N/A 145-34&qua;x80&ggm; NON -REINFORCED' 2- SERIES 420ALUMINUM SGD SERIES 420AL M .X U INUM SOD OX O.XX 12/312024' No Yes No N1A 96E,qud;x8 of NON -REINFORCED 3 SERIES 42 ALUMINUM SGD REINFORCED'. SE RE 420 UMI M REINFORCED 1 R S 7tL NU 5GD REI FOR ED OXO- 1Ll3202d Na YesM1ro: NIA 14&374&uotxaB& d; 9 q4 , 4 SERIES 420ALUM U 5130REINFORCED' a 1.8E S IN M,. ERE$'320ALUMINUb118GD REINFORCED OX:. 1Yr31M02d. tJo Yes iJo. T•IIA XO XXBe&qu0tx98&quot 5 SERIE8420ALUMINUM SGO REINFORCED SERIES:420 ALUMIPIUM130D RJR NFORCEDXXX 12/312024 Na Yea No N/A 140&qugtx96&Wol: Florida Department of Business & Professional Regulation Pam 1 of Bulidm9CDdesandSiandarrfs tIt)4To21 Product Approval Application Deail R i K .._.�___ ,....__... ._ ..,...,. ._.-.,.__,_- _. ...,._ __.___._�_- ...-. ,-..._ .__.. _..._._. ...-. ,....... ..... . �.,.._ ._---...,. _._._r._ .. ,.. ,.-_wW,__„____ a _.,..,, _ _ __w_. _ �, _.,,__._ _.___,___ .- .,._ .. _._ .,,__,.,_.... ,__ _,_____ -� ....._. ....._. _ _... ...,-,._. .. .. ___ ___ ,.._ _... _.._ _- , . 5 � " - � � ,' �" - - � _ � - --- ��- _-- -1 '...w:,.._,w, in.,��a,> •_ _.,-..,,.. , ,._.,>- ,%,...�:..._... ,,>. �,.,_-._ ,. .,._,:. ....... -. ` Florida Department of Business 8 Professional Regulation Page i fs Building Codes and Standards rra2021 Product Approval Application Detail Jill liJill�lill Ill! a Sit# s Ell csi. ;tea gets Data Fendina Dete on Manufacturer nt r engineer a License Validated: Sir VaBpated 8'ubm of q PBCAMMal Al�Status ReMelOn 2020 PGTlndustries JaneR-114 Miami Ded, 8000-CER Miami -Dade SCCO-VAL 11/191ZD20 1026/2020 11a412020 Ni Category: War" Doors J941)485,0i0l) (7as)315-2590. - SubC.I.Il yi Slidell Niianor Door Assemblies Irrrercski@pgkinduddes:e Gempllanca Mear4d Ca utoatlph Mods or Llsting ' }) iRBatiddudts - , - ::F ,. '. ,:� ", • ,. 9uaiaY Assurance ApprevedfortTse ApRrovedfol Impact Dell gook Pndwd oggi Number. or Name Product Oeserfdion: Opibaat Exdratlon Data in H4HZ. Outside HVH2 Res(staig Prasyy_g 0 .SOD-5540 fLeige hSss le. Impact) Vrryl,akfm9:Gleas Door 04M42021 Yes Yes Yes NIA - En�IlY9L am Date Pending Data Sao E 3s8 Well Ism Version r�anufacrzr ContactESaineer&Lleelsse: Validated By validated Sr�rntteeE FBC Aontoval Approved Status . R211giah 21 Wayne-Dakin. a division of Overhead Door 011il aKo-nlsh John E. Scales Jeffrey P, Arneson, P.E. IW1212020 09011= 102312020 12m5m20 Apprtivea - Corporeikei (330)7e3-8i21 PErsi787 ,(904)8-1145200i - Category. Extarlor Doors dkomishQwayre-daJol.c. SubCao gpry: Seel Exiaia Doa Assemblies Orel ournpiMall FloridaRgteredArchftwt or a Ucened Florida professional Engineer PL'iS2d8�Products '- Ca1MIHAssr 6, A®rawedfartlsa Aturmndfortlse Irnude Deal ;J Product Model. NW0berp Name Product DesoiPtol) CorrtractPxamf2t371202im Data In HVH2 ',QUO Lie HVHZ Resistant Pressure 3 80001810a'8200#1105 Ull Maze wldfh 14R#35; Max height, Glazing 13: NO Yes Yea: +3100l-7S.00 "Vil la in teio'e mternetliete sedlon 10 8NO/81001820o#i123. 168R�S. Maxwidtl7. 14&t O Max holght Glszing. 13191 C2023, No Yes Yes: +3q 00/-33.50 evallabie in top or sterm late spettgn.. - . O ■ i i �v W C G a SHEET NO. PA 1.0 z a r. „ ,_, a. ' .trlhpxnfn - .S $5 F 11 -.. W �„ - , ,r. _ Condit= Assurance AwrallIor Use Approved for Use. Impact CaSwi1 -. scalProductNada rtumbar orNerrw Product Dasoration canAaa ExrGfetlanliata i, NVXZ Ci lde.i Rasonead--afasstng 1 li 7e7, 727, 747. 757. 777, and 847 Sul and Pelrsof Flush, chased and Louvered singleend Pei. of 12ala(125 Yes 'Yes Yes NIA Doi hdl* metal do role, Florida Department of Business & Professional Regulation Building Cods and Standards Product Approval Application Detail Page 1 of2 Ill 226 entity or Date 2it Data pendlnd Alt Tvn... version, Manufacturer: Canted Endin er&Linens, validated Byvalidated submitted FaC.:lici t Roorovad Mgly(g R@Wsion Z020 MI VJlndowsend Doors. Brent sidwer American Architectural Steven M Uroh. PE 1111712026 11117121120 11/27V2020. Approved Cereal Wnski t717)385-3300 Manufaehaers AssodatlPn C717)317-04'54 Subcategory-.0ngle.Hong bcinngw¢,mwd.som _ compliance Method; Certification Mark::or Luting :dComaeAoorimed far asA ppmvedfw Use snod. Oes Sao Product MedN.Na,tar or. Name Product baonptlen In HbHZ outside:kPl Resiafanl- . Plessute- 2 185 SH 6472 Rnhlange Frame IGISG Single :Hung 1Dttf82023No Yes. No 'eV760- Laminated Glass -6-0 a) N N -ll Florida Department of Business $Professional Regulation pagat al Florida [)apartment of Business $Professional Regulation Page 1 an (� Bullding Codes and Standards t 21 Building Codes and Standards I,Snoz 0 O = � Product ApprovalA Application Product Approval Application Detail L L a) Q O ll ,. _ _.. _ _ ,.,or _ C L Code 9' Entiir dr. B & .�4 date Pan no :4 rd Fn1 p'LLe PS[g, Dale Pelldlnri. ,A g -I.- /0i � (D /t �. W TYPO -Version. Manufacturer Call atS EnalneM B Licenseyall"i Bv. Validated Submitted PBC AopmyM. Approved Stag{' IVOR Ve= Manufacturer _Contact Entilnaer&1.10 a Vendmed. EY Valtatld submitted FBC A-Mayal. Asirl Sates f•l1 v' v }r 'n v, -~I Al irolabon ZD20 PGTlndudrfes Jena R-Q.-JO WarnilwDede al- CER Mi-1-Dade SCCO-VAL "IM12020 p572p .. 11 20 _ 1111112020 -. - wed Appr.. Rail 2020 MI Window$ and Doers Brent&VInger AmeticbmArehAectural aeven M Uflch. PE 1org82o20- Vira8r2020 Manuiacturars Assziatian 317:t3499 10f1.973020 - Appr : W � Tr ��V Rt Category: bl4nda%vs. (94t)480-OtUg (786j 3152590. Category: WlndoWs (T17)3tig.330t1 (>t'ry V augcategury: Rhion Hung irmowoRlippgpndusttesc frollWepory: Hann Slider Carllkcalon bsihingaremiemcam ) /`� Compliance mall Cwdecatipn Mark a U l�g om Compliance Method: Mark or Lstmg _-_... .._. O "i yL _., ,. .. .> ,._ > ,. -,: ,<�. _,: _. 3 _ ._._: ,.. ;`�- :., .., s: ,.- ,.. i31353�tan21liduus - P ,. .. - -' L ai ,Pra:YtB�R2Juaatueta "I I 1-1 flal llb Assurance Auorn for use fMUsa t DB�atl /��\ /•� � 1C DlagY 0.asuranu AwrvrNi forage Aoorowtlfwaae ib�� Pau 1. Number yqd :aloof oved 1ry,Hvl4z Hill BnD0.t = 1.j- � 1INIs Product Model, Numbell Name Product Dese edon. Corriale Ekmration Date In HVHZ :outside HVHt Reldis•hant Pressure, JIM Product or fill IDAIL ;Outside g gt E[arusung; O 2 SHSBOGiboge wiliileimpad) Vinyl Selo:Hung Wrict.l' JV302025, Yas yes' Yes' NIA 1 HS 166 Fin end Flange Frarne 73x821w4ted:Gass 02110tI24 N, Yes. (*o .69-55 M = •- Ill_� CU U_ � + = W CX �� 0 Q m ��.vi I- -Q .- W Q Florida Depadmantof Business &Professional Regulation - Building Codes and Standards: ProductApproval Application Detail - Papal a2 trsr�l Florida Department of Business & Professional Regulation - Suld rig Codes and Standards' Product Approval Application Detail - ftei I d1 in12o5i Florida Department of Business & Professional Regulation Building Codes and Sta ndards'-- Product: Approval Application Detail pas-1°orb 1&2011 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail P.g.I of 10m7io2i code: entry -a Date Date Data pendiis Vie' �E fataror ! oat- of pending � � a Bolcom ,g$ .9.>0l➢ Data 20 Data Data Polydind 5'sgfl �4Dfp[ JCS Ott Ty Vcrsim Manufacturer Enolnaer& Unmsa Valdate l avya8tlaked submitted F13CAmroval Aoorl A" �. Version manu iesturer Contest Down ... l Licerwe-Vddazad W Validated submitted FBC-Atlorovel. Bpg)pytQ Slaws. ],Itgg Vgg]gD. iMinuff worn contact Endneor'& LI'ar se: Vsadaked N Vagdated Submitted FjSC Anuroval A,Erviatl States. Tsrpt Version Manufacturer contact Enatneet a Cleanse Validated By Validated. Submftd peC A6vmuM Arati Status s 4. I d use d'. s Rest ton 20 0 M Wln n Door .. a .... 1 ' 1 "� Brem: l e Can Ncn rteauml :Steven lot LMcti E i 22120 0 02i1 si qn : Am. a : P 2 1 gar 22r2 .. 112 af2020 - Tdue d Approved Affirmation 2D?9 PGTlnduiarles':. - _ ..._.. ens "sa 1 qMa I ❑ tleeCCD C R Nliaml Dade BCCD VAL J Rp wok m a E. iN52D lA ': 20 i 2A 1 51711, ' k! 172020 oved. T 1 APPt,.-.. r 1 e' D' R.s1s%on .2020 M Wntrars n D ors d tl u . .ant I a Lis :4 asflE: Steuen M.0 Ich & M ... P. 5m. -, - r... , PE n0.,. kQN t2 $. 020 1 1 8 r120 0 0, t3. :.. ,... 1. /19 020. 4 7E 4 2D0 2+' S. 2 ,.. ro✓ed ApP.._ AHlmlalton 2020 P T ndustrlea' ,... ,.. Jai Ra wsM Mlemi Dad D CER M aml-De 8C AL 90 G -.... iN ' 1 5 20 11105R02' Q . .... i' 20 11l1 I20 .. _..-t. Approved APpr .. " `-, Catepuq. tWktdows: 71 s85.390 Man ..rw Association 71 17-8454 xiii I 7) p liac)u. s ... ,.: (. 7}3 .. - _ Catapary: Nnridou-s'- : C�i)488.O10fi {r'Se}315.2590.. , _... .. Category Windolp§;:.: (717)365.330d: RF 62514 I71 r)J17-8454 ..... Category bNndours ig417486-0100 ('r8b191�:2590 aubcategary: I=htetl: b9IVIngarQm*d.00m Subcategory liliced )resodskil pglinclustill subcategory': Ninon. bslflog.fo,miW-dom aubeatill fadfial j"cosklapgiodusul Complianar:Mal Carification Mark musing Con,plloncaMeMod: CcfMeation: WW a Listing om Coropflares Method "Mason Report tom a Compliance Mall Cer➢bcabou Mark a Listing om :.,- - „ ,. -_.. . __ _::. _.: ,,,. -... ... - ,...-.. etered Araritect .Licarsad aide FlondeRe w FI ➢i _ - .. _, a`,4,..i :.::. -: - _ _ -.,; 43.1i24 Aa€2 :` _, :... ! - , ,� 4-- . _.. > .:,:. da m r ' Pr ssronal En es P ... .. ,.. ..�Pr , ^, , ._., :.. , , ;.: ,:: ..: .. ..-... ,.. . _ -..,-,,. -, _ <, , .,.... , .. .... .., . .` .., ,: ;: , : < ,.., .-..,..-.: . , . .. .,. ,:. :d Iry A. rants- r Verf n Am o i rUae Acco l or Usa ovaai 1Npagt Design otrelitv:: ra Aasu Doe or .for Usa onYmadfarllsa A n A SYftfl_ taB9:L [lesion ,.. , .":'. , ..,... - ... „. ....,...5 „ ,., ,, <- :., a- ....:: ,.,., r..t �.,,,,_.:-., .P.lar'1kekN""iiranl.,Y r%e. ,.. , „ , . .::. ., ,:. ,. ,,, , ,. v.-. ,. ,. -___, ' _. :...., .^ ,. ,.. , ,: ,.,..: -.,_. -x.- , ::. , <, '��^.^,':c ...:,.„ - . , ., , _ ...:, e. ,.. ,.... Y . ... .,_. - „o; .. „ ', , .. Oualuty Assw,- p, Aml for Use rmmvetlfallse, Im°m=et: e ar f1-SigD M rName.. Elect ,PL9�➢it edaZ titlmb.4r o :tlo rmtion anoact Emlradon Dae:. outside NYHZ .t'r.,C rDnsa _... 1Lr-tt19'J- --,- rt H9P111>aD_ R: 1S&49C4: j i:e A: " 'Product Model, Nwnbror w Nartra eacriotlon: CoMraeiE:Mni atlonilaie Roduef D r in HVMt:' Qulsrda HVH2 3.41shoJ1 ?fes=ere• ,-'^"*"-'�^-^'^^^> ,. .:,„ ., - ,, , > ,,, -. .,... , ,„ ?':; ,' .... .:a,..: , ,-. -. , . - .. -, ," ,. ,.,' .. , '',• .: '. , Preduat fdodeL Numhwor Nam Al A' e oduct Dascrlotlal-orgraeftwNra[lore bate R G In jivHz Oulslde.HVHZ-.. a rd: �_ r Pd95§r�9_ 1 165 PW 73 a, 721nsuleted Mesa 04/032623 No Yes No -60%80 pSN-5520(Large Mite Impact) Unyr Ill Vindav O4?(ll Yes- Yes. Yes: WA duality Assurall aaorovad for 1l Arsorovedi U. i•�i3Gi Dedw i MNAlais io.All Doors: and VYlpdoWs .Aluminum Wilma 05t262026. Yes Yes Yes: N/A 9m9.. Preheat Model. Number or Karoo product Description contrast Ei•otaborwe In NVNZ Dull HYH2 Bg�a it prassuis .. 2 5764 Vertical AlumCium all IMI12VA No. Yes Yes NIA Florida [)apartment of Business & Professional Regulation Building Evades and Standards. Productkpproval Application Detail Pogo 1 sit Ia ll Florida Department of Business & Professional. Regulation Bagel ore Building Codes and Standards i :il Product Approval Application' Detail Florida Department of Business& Professional Regulation Pal :or2 Building Codes and Standards k12021 Product Approval Application Detail Florida Departmentaf Business &Professional Regulation Pace I of Building Codes and Standards I 021321 Product Approval Application Detail. S4,4e Jmil or. Pa :1" Date Poultry ,Dare_. ;lllk EmIty or M ate- bate Mnd7ila .fir,$'. Calls . tEn Ifv dr .. done F_7m3 .Date Pendlnu gig - cone, EmlPLor &ems Do Do PeiWMd. ate.. ,.... Tilde Version. M9nuieduYer -, '. CtrM2tt BnwrtaaraLiednsa Varidatatl 8e d Or :. yi Submitted F,aC Andmv3l. Aoomvod 'wig .... ,.. jig$ VOYs1on Manufacturer Contact Ennma'or Licanso VagtletaG a(• ::.:, . Vagtlettltl SubmRtetl FBCAmruval AddrbVBtl to _- lyj_fa version Mafiufaeturor : a.. Contact, 'hi a Erw oar Bl.leens M"ld Whisked &' ..'- ' validated Submitted FBC Approval I� A Approved Status. � V cilrar Manufacturer ,.RI¢L,D a E npweara License �¢!i-4t Validated B•e submitted FBC Atwraval �1Qa_. ved P2g.1 Sal � Inc.. ReNsinti 2020 Jamestry: Chad V. Tan Cha)545.8 John Southard. P.E. -1 :O7ig52021 2n42020 41A¢2421 - BC ", dm9F Appr -. Revn 2020 son Ale �. Nick Thom-m don F. Scroll P.E. ps.. Lyndon J. 10 .P:E. r) ag 10net2o2o 701282020 17ig2+2020 -k2J75rz02o - PpjFuirea .. Rewmm 202a GAf -. Mid)eel Shah -RoCeit l4ieminen .ld7rt W. KnezevlhJ.PE � � B OlUI2020 P52812020 02V2020 1 - - � k- Sr20Z0 err. - oved Appt... - - Revtsia, 2020 I'Allguidin Produc- LLC -� _... g -cSa - Kerri Eden Robert Niadnm - John W. Mallo14ph, PE 10104202d 09292020 107122D20. .. :_ 12lI.&W20 -. 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Flodde Rageetared Arcnitaof oral Licensed Ronde.: Hodda Registered Architect or a L(censod Flwlde Floeda Regatered:Anthroact or a LiCansadfi ds, Flodde Regislerdd Architect We Licensed Florida pror-lorue Engineer - Proresslonal Engaeer Fwa elli Engineer Prdesslonal Engine., ,ra. wm,:aear ,,.. ., ,. ... ,,. _ .:.-,:. r _iii#'[9272liflui :,.. otl,I" r. - 1. > ..._ , .. .' -... ,.. -, i , :. FfutiaF32>l+ti9 Praduaia _ - - - '-. .:< '., .. :. -� -•- ., -`- , : ;,. �, - .. ... ..• ...: .' by Aasurance.roved _. -. ,Usa Approved for Use Apo fy Abu JRIlsou PQ91ga - LnaIln A�uranda. AporoyedTor ass Approved for Use .g D f r s .:. _,. -'_- :'..; DuaIINAssuearrte Aoorowtfor:Usa AnorovedfMUse. _.. , ...,. 1.➢eegt Deslnn.: .,.-. .._r finalltY ssnranta _., ,li� AOar6ve for Ube Approved fortlsa Q 1gista ,�fr3ifd{I. . , 9ea:B Produd2Moder fhunner'or Nams, -'� ^' Pradtrat.[sescrlorfon:. 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Radudt DBscrlDton. at Esn'.' a Contra IrallonD utslte HVHY e. 0�gLL Is1: t local. # ProductMotlei NumperorName:, -Prdtluot Deserloton Contract Expiration:DaCe. nH Out9ltle XVHZ HVHZ Resistant rre- Pressure '' 1 CamPlankLaP Siding 'hoer-e.ment lap soling 1 23 12J3 N10 Vas Yes 1 NIA VA I 's<&uot2T-U Soffa' q &q ot, Vent or Sold Vln I''-�Srdfit Y 1213'k2021 No Yea No 'NIA I i- GAP Asphalt Roof Shsta5 Flbergt niinoroad 3-tab, laminated, 5•tab'agd 12I782022 No Yes NIA - NIA 1 TAMKO Roof Undedayrgenis(HVHZ) Roolundedaymmtefor use n FBC HVHZ' 101182021- Yes No NIA WA 2 HarchrZink Lap suing. 3ber- irrupt lap all 12a12023 Yes Yes NIA N/A 2l b.$w.t:Allance 74&gw: soffit Ventor Sold%A* Sufd 12Fb#2021 No Yale No WA- hipAidgessphed shin9ks- lensdctia,s. 2 TAMHO.Rod U.darlayments:tNDN.HVHZ) Roolundedeyments for use M: VFi2 FBC horn - till No Yes NIA NIA ' j.0dictlans. Florida Department of Business & Professional Regulation Building Codes and StarKlards Product Approval Application Detail Pagel oil 1er2021 P� entity or Di Date ill Data Po rdow ) to Mw Version Manufacturer.. Goofed: Engine & er.Licensb ti_trdated By Validated Submitted FBC Atua l-. AB➢L4.Ytg $Imes Revision 2020 1 Thompson Architectural L,V Thg1'L1go1L nc tlba Th p h . ,:. ... o 'C claim Itch ` R.Prlasl at.ven M. Udah PE 7 nY n an try r,i 09i8.. Or1 7I2020 i 2420 .., ... 2+2 002 020 17J1 ' 020 5/2. Approved ?4Pp r,' d Metals Company STAMCOI (81%246-3438 Pill 917)3N;8454 Caegary: Rool tmy4tgametahoohng.eorr) MClateglty: RCging Acceeeales that are an Ima➢ral Pad orthe Pool system - 0011,0110 ce Method: Evaluation Report Vom a. Florida Registered R ister d Architact ore Licensed Hunts, Professional En9 kreer Ouailn Assurance Approved for use'' Approval for Use, klaw aD AW all . Product Model Numnw or 11- Product Db iotWo Contract Fir�relion bet, In HVHZ„ 4uteide HVH2 Resistant Presaum 1 TAl Flat Top O'n,Rldge Vanf with :aaMe7orThe 26ga.etafle roof-venfllacl hal 091092026 Yes yes N/A WA 2: TAMCOGaloalin Yard 269a: 09M2028 No Yes NIA -01-52.5 3 TAMCO OIFRIdge:Poor Vent Y,gih surge 26 g8. state roofyentikdar with Integrated baffle 09K1B2026 Yes Yes - NIA WA 4. TAMCO Round Top OlFRldge Vsm le th Batkfor The 26 gas state roof venthror with bathe 09MBM26 Yos Yes NIA NIA Florida Department of Business .& Professional Regulation Pap I.f l Building Codes and Standards 1411=1 Product Approval Application Detail �. 'FuuHvw -. . ante net. Pandirso Qat- 14.pS' version. Manufacturer CCaat@tl Iftameer 8 Llcense, ,Validated 5V Valdleted aLomLniad FBCAmiTeval AoArovsd Statue rodeo o . min 81 F Maidl PMduda Inc R6W@.. 20 Clark nee J...$ I Sucker: P E: Jb s ..�. Steven M. Urloh.. PE 8727 orzil 0 1 N412020 D 1Z020 0 20 0 12I1012020 - : .rn'ot Aptx. 47+tall Rol (904)780-6400' CBUCKFAVInedrng (717)317.8454 subcategory:-Roul Apc99§adee that are an darkwalmtocom PE-31242 Integral Partofthe.Rol System Con4,lial Method; Evalualim Report from a Flonda RaglalorodArchlorot or a Llcenseld Florida. PrWasslonal Emil 'B'Cl1dp67tZi4[i5)'d4 - Q"t=Aastrmee AWuovedfiel .Approved for Use Impact - D"L- P roduct ModaLNumbw or Name Product Ooscnoton Contract Esniratidn bate � Outsrda Hi/Resistant'p � a surd- - 3� 3 FLAMGO &,geW.RV 10 Ridge Vent&quot; Aluminum Ride Vantc forpitchatl tom fapricated 121312024 Yes NtA Rom 6.025' Aluminum - Florida Department of Business & Professional Regulation Pag.101 Building Codes and Standards 'Irr2021 Product Approval Application Detail Florida Department of Business A Professional Regulation page or Build rig Codes and Stands rds- 1r7=1 Product Approval Application Detail Q z z LU J V SSAe EnaN or Ewe Data oil, Pending prig jkpg Version Manufacturer :Cooled Emhreer&Uoanse yalidated By validated Submitted FBC Aoomval. Aooroved Status 1111 FieNslon dodo Banal 66fln R 4 An arson Rabin IAPMo Unlfelm Evmwidn .Gal Walke! arY 11P03l�20 7iXJ2202d Ai51 '11 2020 Appr plod .. Cete go R-An ea ➢ - 801 3siF6(7g Se1Wce,4 LLC:: ( 20 B54-0160 - 1a1C n 9. a[e:. . 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TX i w312024 No Yes NIA WA O Florida Department of Business & Professional Regulation Pistil at Florida Department of Business & Professional Regulation Pavia I N1 Florida Department of Business � Professlonal Regulation Page 1-ell Florida Department of Business & Professional Regulation real oll CU Building Codes and Standards Product Approval Application Detail 1Rim27 Building CodosandStandefds Product Approval Application Detail Ifi Building Codes arid Standards Product Approval Application Detail 1a12021 Building Codes and Standards Product Approval Application Detail In2021 L) ■ �� mw_ YYeasloii Manuratturar Frllh or Courts" Ett➢Nieer&Lcenseyafimed'By .Mg 21111 y ItlMe submitted Pit, plants- FBCAnoroyai 1111e Agpr➢l 9ta ut s. 92gg Jug Veal maraff.d.- EtdIM or Contact- Ermmaar a ulanse Va➢dated BY ale Dal Validated submitted Date Peiidrw F6e Ammil �Mx. 3ttus Code MM version MarturKWer Frdit w r Endneera ticeree. Validated ay Date ValtdffieA. Cate allbMRted Date Pendino PBCAaatoyal cat. Approved atalus, Code an version Manufacturer Bill w Contact Erwrnewa Ucerel Vaidated By .ems 2" Offio Po ldi- 111111. Validated submitted FBd Adnravet. Aadmaad Status ,.. ReWsba .. .d,'NIB07g. .. p S. 1 2020 a a#k+aduL'{s -. tPr on. u LLG Globe o61hip Products, Catggoty; ;y:' s eutrCeteppby:'Blwrn Panels Cgmpilmot RAgi Evaueum Report from a Floeda ReglsteredJV'choi or a LicensedFloodsRoll Prdessbnal Engineer is .: _., ,. ,; - .. : .... ...,, _. .. ._ ;:: t ,, : , , ,. ,-, ., , . ::. ... ,...,. ..a. .. Product Model. Number or Name. 20Gaga Galvanizetl Sled Storm PanasAiVFfZ .. -.R-neon-eltarA3ra'. r. P. E. Jain W. Knezavich PE Tim Ol P J-: (954) 6B8 7545 PE 44167 {954) 772rs224 ikgroplhean f$ppPeirtl';ofn , .. .3 ,,,„ . :.,,:: _. ., ... , , , r , ».. : „ ,: ,. .,: -. ,. ,,,:. -_ -.. :Oualav Asauranca Product bescriodon GattrrwHaspiration Dale, Cwrogated Galranizetl Steel storm Paneisfetalrrotl 13i.112fY21 -a not hytol 1. prole. hunlceae:proledm. D9ro82D20 D9i061202 0 ., . , ., , : Awuaved for Usa. � Z Yss ON.t2020 i' , A�rgved for Use. Outside HYHZ Yes 1!1 220:: 2 510 . , + MID�a<`t. Yes Approved Appr -,-_;., :. .,:....,,. :.- -'.. pesmn P WA - .. Revision 202a .:PE. i9&4Ht3 rxmt ..-. S: 1 All American . `anti Olaes AIAm Otto, .. Sk u 3ubCaeponY::dtgrrn Pan ohs SOC2 tY. Bit StAr Compliance Mad,ad- Evaluation Report aama RegrsteredPoshol w a Lk,er.d Flo iia Professional EngineM ors" ,.. - . „ „ _. ._. ,. w .,. , ::; Pmduet MatleL taarararar Name 24ga GalvamzadSteal:9onn Pan is B ' d: ' BI o PE' Mike'BaANed Frank L..annard . RE Tr sh ,- Troy P.. r581 7 24889 P •0046646 Ca54 9470860' ) i , E Y mikeb[¢etlamsncanahulte: rs.com ,.,._ _-. :'s , _. ._ , -:,. , ;.:,:. , ., . .:... ...... .... _ .. < ,.... .. �..'Assuran e: elual V c Pi'otlixi tescdptaan CArarectEautratiwS Gate 24gaGaNamzed atae(Starm Panels 12r31202i 1912tv2 020 1Df152020 ,. r , , , .::. Aoaoaetl torus t}IL_ In.HVH2 Yes :; 0 111052 20 _.. ..... c,., .._. tlrovndfor Use Qu cffi outside INFIZ Yes 5fI0 121f 20 ,.... .. I �. 17�4(aD ev 'Yes A ..Puored .-_._. _.,.. n . P1E�a WA Revision :20 R M ..... 20 ,.-:-. , .. .f64 A �.r� 1 2 3' A- R: � Call .Slructgtal c'anpananks ,:enl Subcategory: Trusty p)s,Ies C-VIIarce Method. Eveluetlam Recall Product Evaluation Entity _ ',: _,- r; unto. ,.:,,. :: , „ , , . P faduet Model N,m4baw Nama. ..... ITW- ne M'twr Strength H Sam 5) tTYd.BCGlAiplrm Fgnga Rale MW BCG/Alpine Trulcu, CC: ...o. 'Ili: 'IsH' -Slue eats i Ev luadan a LL Will!- n d s Sam.. 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Mumtier or !lame 9ualty Precast M Cpinmerclal Comal¢Products ._. R Ills: "ehbaf JaS H< art G1 :eI,A: n vSamu. Gm ct? - g 09 -- .. f813)850.3r07 PB 34?45 35?}5885311 ( _ _ presastgatwt$Xahoo.com ..., _ '� _,.... _.�_-. :. .> ': _ - .•.. av Gr>al 0.ssrpatd Product Description Contract Expiration Daze Precast and Prestressed Con 0rel While Is 05121i -0 i 12/162020 12/1ru202. 12� 20. 'oln FRC" f24.. A ,... ..,. %>• 9 .plu .. ... , r> , " . _..,. - ::, - -- -. 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ProductM,duallon Entity :. , _ x.:. .- 7 ,a , , .. >:, r_._. Evan w: Contort Enalneer&L(tntttse ygdgdg�t(a 41n Walden IGC. Eualaadon seridue LLG CC 6valuationserylca (g52).898-8635 - LLG eretdenerr ii:cam (205) 599-9800 ..... , ._- „ -.,. , .. < - . , ,__., ... ,::. , <- _,, . ,. .,,...., .:, -- -` Dart At validated iDX2 020 ;05130202 2... 9 -�� < ,^ . ^ ., „ „ . ,. , .. Date PeuMdd PRO A'odroyel ;.: 2112 A➢oroyad.IgiaiB ... k0 1:220 wad t1 i 0 , Appr � , . , `, ;:; ,,...,, cootie ]yBE, ib• Revision 2020 � ,.:: , . ',tFHil,t,preduds PLC planufaeturer Weyerhaeuser Y Category: SrucfaralCmWOneKs Subcategory: Engefeeretl Lumber CompllanceMethod. EVWUotlm Repot from a Product C-valustion Entity :Entity or Contact, EnalnaOY &'Ucons- validated Rob ]CC Evaleanan Service, LLC :Ian Lehrer. P,E. t293)Fi24-B47a -� 1808>539.3288 Ra`+.ert.ealtlrrinpaelaha' euser:eom - "; . „ ' ate Date 'rl. ...bin' Validated Fat dted 7MI32B20 Data Pendlna P at'Arniroval ol no owe Ancr' Btawe..;. AppiledFor ... gag ,'(Yp,@:RLriglf RgWelon 2030 � .. FntRv or llurkturer'. Contact Elioineer a Lketrse; ' id Rial_f„ Aifyit;tpt V,L , -C E E-' : Liz Craig 'n lie . Dada BCCO-'AER Mlani-Dede BCCO'-.. CAST R T USA,..._. Ip Pal ram, _ , VAI. CaRagory: 9lnrcturat Cavyronanfe i613S8Z1-4891 t7885375-2590 SrliCuegpry: Products lrtrpdiced as eResult of epamhogcastaeta.com Nary Technology Compliance Methotl Certifloaflon,Mark or Listing .nets`- - at�t V elffi ail.. 112012020' Data . ,... eel .Subic li(_ 1027/2020 .Rate Pa irl no. fBCApdmvat: �. "' $pp,g 1i277I030 ti, `e Appresetl II � CU O " Call r1 LL > -. 9-0 i > .. -Podua Momltheollor Nana lin"HS- dualaV Assfa'ance Product Oatch.00n Contrast Emanation Dada 1 k ga. most high Strength truss connectorpllate osw2021 Approved for Ilse Io HVHZ Yes: Approval for Use t tdEb HVHZ Yoe gil RaastaM NIA Design Pressure WA SeQ9 1 Prndud Model. NwnBer or Name MlcralanLVL Guaiity Assurance Product Description . Comfort Explratlon.Daze Laminated Van.., Lumber 03I3T2021 Agprwrad for Use is HVHZ No Ariprwed forass Outside NVrIZ Yas: mulled. Resistant WA Pressure. WA so" i. Product Motel. Numbaor Nam Hlgh'IStrangttl CanpretaLlntela S11Mate Asswaice. Product Description Contract Emlrealon Dote 4. fi 8, and 121nch ride hotels 0521F2022 Axonal Ia.Hya Yes for Let Adwmed for If,, outside lP/HZ Yee bripaist Rast idlA. pealg[t re MIA U 2 3: 4 5 Mlip MT115HS MT20 MT20H8 idge-Wssdonne¢tarplate o6/302021 isga. high gtrengm truss connector plate 06130202Y 26 ga. truss cdiir for pate .. 06rd02021 ZOga, high gtrerlglhtuss connector Plata. D6/3072021 - Yes: YesL Yes Yes- Yap. Yas Yet Yes N/A NIA N/A NIA NIA MIA NIA WA - 2' 4 5 :pamilamPSL Timberslrand':LSL TJ Film Board - 1Neywhe.-R no Board Parallel ShandLuniher 031312024 Laminafed strand Lumber 03/312021 Structural Camps o Uanber a oriental Simnd OW312021 ocerdi Board Oriented Strand Board Rim all 03AI2021 No. No No No Yes Yes Ye# Yes NIA NfA WA NIA WA Nip -WA WALN O Leal (0) (1) (M) M� W LU cE G Q z . Z Q J a_ SHEET NO. PA 1.1 O N U) M N a.-• U N CL O • o Updated O � rO m�m N CU (a Ca (� O -L 0 O O O LL _ O '0 O > -� E O L L ^ C O 61,.-" � ^� i }/�'�+ Y.L ^ 1� �..f v J 0 Q O 11� U }^ O 1rr W `� O ^L� 11 �W v J �� W W Z Z Z Q J SHEET NO. PA 1.2 Simpson Strong -Tie 202ti FBC Approved Products- Updated r2#30r202D E� .. Sampson Strong -Tie 202U FBC Approved Products Updated f2t3 02U. Orz • Sampson Strong :Tie �02ti FBC Approved Products .. Updated 12f30l202 _ 10 F Products � Simpson Strong -Tie �0 BC Approved , 2raDrz � For dl[ect finks foul EST approvals Wedtielow; CLICK HERE For direct IIttk5 to gill SST approvers detail below, CLICK HER For direct finks to all SST approvals listed tielpVJ, CLICK HER For direct links to all S57 approvals Ilslctl below, CLICK HERE • a For addklonelimormadon. regarding Flalidfls flewitle:ProductApproval lain and Mamr-Dail- n & f ._.. ecou County Notice '(�Acce CeNQ .CLICK HERE. ..Ptah. (. A7, For eddklOna infonnaUonr -ardht Flail SSta[eYAde:ProduCt rCval-S temantl NAarrt-Dade County f. 09._.. 4 .tla .:_ APP_.ys.. .. Nice of Acceptance! -NOA CLICKHERE. __. C7, r - r- Rir For additional mfdrmatlM aNmFrodddsStatewrd@: PfodttCroYat- em and arnf-Dade County og..9.. APp ._.._cyst .- Notice P 4 CLICK HERE. . -d Acceptance (.1.. A). . aad kxxre I artna regarding - orl sStat '. a fApproval t d MdartY oun F d I m lion FI da e - Produc em ru[ -bade C .... Wid.. S. ys • N €,Flee � Acca lane 040A), LICK HERE. tY ,. P 6C FL#E35;S-R7 FL#10446-R5 F6,#10456-R5 11 HU5; HUSC series. hangers Face -mount hangers available in widths ranging from 7.51$° to 3- 9118' and heights ranging from 4.5116' in 11' Concealed flange Product 'ModaLNumberarName PmductLlescrigtion Sear Product ModaLNurnbarorWame PmductDescrfgtien Sea :# Product ModeLNum bar arName PmductDescrigtian version{HUSC} available for modelehaviYfgwidth equal boor 1 Titan Stainless Steel Concrete i� Masonry -Screw (TTIV-5S) 114"diameter Titan stainless steel masonry screw 1 A21. A23. A33. A34, A35. A44 Angles 1 ET, BTB, BTH 6rick7ies greaterthan 3-9t16". 2 APA21; APA4, APAB APVA21, APVA4 APVAB Outdoor Accents Angles 2 C T12 C 4 C STC1 MS RhSTi M B Coiled Straps 1 2 I S aerie hangers U s hangers av ble in widths ranging from 1-7J8" to 3- Face -mount available 3: AP844; APBA4ft, APVB66, APB66R, APBSS APB88R, AP81010, APB10TQR, APVB44, Outdoor Accents Post Bases 3 CS14, C516, GSi 8, CS20, G522 ` ' Golfed Straps S78" and heights from 9.114" to T6". g ranging FLti.4889-Ertl; APVB AP BSB:APW686R B88 APVB 8R APV81DiD APVB D10. 44R, V , kPV _ 8 , . 1 R 4' 8 H : CSHPi , CS P26 Coiled s- Straps 1 3 U � DS GU363S S: LGU5.25-SDS LG 3.25-5 , L D Face -mount hangers anger 4 APDJT2,4, APDJT2R-4, APDJf'�Z ti, APDJT2R-8, APYDJT2-4, APYDJT2R-4, APWDJT2-6; Outdoor Accents Deck Joist Ties 5' CT5218 si'!i-en o r Compres on s n Strap 1A LU24 LU?6 LU28 LU210 Face -mount ere g ,R�g-#. PmducGModeLNurnberarName . PrflduetDescrfptir�n APVDJT2R-6 G sS T DSP, P, SP o late be Stud t P 15 LUC26Z LUC210Z Face -mount ere: g 1 5D70112D66 Outdoor Accents Connector Screw 5 APHH48, APHH46R, APHH6101 APHH890R ' Outdoor Accents Heavy Hanger 7 H 6S - - S ffi, H'IOA, H?,5A, H3, H6, TZ, H18, H1 , H16 Z, H16 2 ' u i e ies H rr can T 16 LUS series hangers Face -mount hangers available in'widths ranging m 1-9/18" � 4- from 2 sD9112, sD9212,:SD10112, SDI 4212 strong -Dove SD Connector Screw 6 APL4, APL6, APT4; APT6, RPVL4, APVLB; ARVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties ' 8 _ _ HGT 2, HGT 3, HGT 4 Heavy Girder Tiedawn S/8' and heights ranging from 3" to fi0-15116" 3 SD9 1255 SD 1'2S 1 82 5 SttSR-DrlveS S r g D Connector SS .c eve 7 APL 24 APLH24R APLH26 APLH28 RPLH2 U APLH210R H R i Outdoor Accents Light Han are 9 S° H$24 HurncaneTie( 17 MGU3i63.5DS, MGU5.25-SDS; MGU5:50-SDS, MGU5.82-SOS, MGU7:00r5DS Face-mounthanere 9 4: SDGF22934 SDCF22512, SDCF22614, SUCF22700SDGF22858.,SDCF22101 A,. Strang Drive SDCP Timber CF Screrrr 8 BVLZ Brick Veriest Ledger Connector 10 • 1 • - S -3.5 3 HSS2 SDS 5, HSS2 2 SDS3, N 52 DS3, HSS4 SDS Shoe Heavy Stud 18 MIU anal hangers Face -mount auadable m widths ranging from T-9116 N.r f SDCF221134, SDCF221334 SDCF271968, 6DCF272'.�i8 9 CBT2Z. GeT4Z Concealed Beam Ties Ti H5T2; H5T3, HSTS: HSTB Straight Straps 1!$" and heights ranging from 8-15t18' io 18-1l2". 5 SDGP22434, SDCP22512,.SDCP22614, SDGP2270i3, SGCP22858, 5DGP22912, Strong-DriveSDCP Tinlber,CP Screw 1tJ CJT3Z, CJT4Z;'CJTSZ, CJT6Z Concealed Joist Ties 12 HTS16, HTS20; tiTS24, HTS28, HTS30; HTS30G Heavy Twist Strap ig MlJS2B, MUS28 Face -mount hangers SDCP221100SDCP221134,SDC1'271A00 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ;HTSQ20KTZ Heavy TvMst:Strap Zo SUR;SUL$URC,SULCserieshangers Skewed face-mourithangersavailable in widths. rangmgfrom 1- 6, SDHR27400, 5DHR27814, SDHR31dt)0, SDHR31814 Strang -Drive SDHRCombb-Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116"to 3-9/16' and heights ranging from 3-1116" to 13.314". 7 9D525112 SDS25134, SDS252f�, SDS25212 SD525300 SDS25372, SDS25412,. Strong -Drive SDS Heavy Duty C❑nneetnr Screw 13 FC4. FG6 Framing Clips 15 LSTA9, LSTA12 LSTA18, LSTA18, LSTA21, LSTA24,,LSTA3'q, L57A36 StratghY Straps Concealed flange version (BURG, SWLC) a ,liable for all double SDS255fJ0;5DS256b0,SDs258i)r1 14 FWANZ Foundation Wall Angles 16 LSTI49,LSTI73 Straight traps ?.Xand 4Xmadeis;onlyacute flange isconcealed. 8 SDS25112SS, SDS2520055�, SDS2521255; SDS253D0.S5 5DS25312SS Strong -Drive 5DS Heavy -Duty Connector SS Screw 75 GAi, GA2 Gusset Angles 17 LTB20, LT8d0 Bridging 21 U series hangers Face -mount hangers available in vvidthsranging from 1-9116" to 9 SDWF2716, SDWF2720, SDyVF2724; SDWF2726, SD4VF2730 Shong-DriveBDWF Floor -to -Floor Screw 16 H2A, H2;pf; H8, H10A•2, H1 OS, HI 4, HGP;10 Hurricane7ies 1;3 LT512, LTS16,1_T518, LTS20 Light Twist Strap Wand heights ranging from 2-5f8"'ro 11.114". 17 HGJTZ Heavy Concealed Joist Tie iB MOT Medium Girder 7iednsvn if3 HH4, FiH6 Header Hangers 20 MST27, MST37, fvl$T48, MSTBq, MST72 Straight Straps FL#1DOi)7-R8. 79 KBSiZ Knee -Brace Stabilizer 21 MSTAg, MSTA12; hA5TA1"5, M8TA18, MSTA21, MSTA24, MSTA30, MSTA36 MSTA4g B`traight Straps FLtt70667-R6 2t7 L34, L50, L7L7,L90 Angles 22 MSiG26, MST040; M5TC52, PASTG86; IUIS7C78 Straight Straps Sea:# Product Model. Number or Name Product Descrlgtian 21 LCE4 Post Cap 23 M5fGd$83, MSiC6883 Pre -Bent Straps Sea # Product Modal, Num bar or'Name Product Description 1 ATR318, ATR1/2, ATRSJS, ATR314 Threaded Rods 22 LS30, L550, L570, LS90 Sltewable Angles 24: MSTI26, MSTI36; MSTI48, MSTI80, MSTI72 Straight Straps 1 BA series hangars Top flange hangers available -tmvsdtrrs ranging from 1-itt18" to 7= 2 ATIJDS ATUDB-2=a4TUD9 ATUbg-2 A7UD9.3 ATUDid ATUD1d-Z Aluminum Take -Up Device 23 LSC Z Ad'usFdbleStatrStriK erConnector 1 g 25: MTS12 MTSif3 NITS18 MTS20MTu�`2AG MTS30'MTS30C t�+isdiumTv✓istSteaP 118'anilfieightsranging from 7-il$"'tv3Q": 3 r Bi�3l8,�, BP1i2, BP112 3, BPS/8 2, BPo1$ 3, BP314; BP314 3 BPRTUD3 4 Bearing Plates 24 L5SJ28LZ, LS5J28RZ LSSJ2$LZ LSSJ28RZ LS5J210LZ, LSSJZIOF�Z Field Adjustable Jack Flanges 20 C 1 a 72 12 NC` 8• NCA 10 1 A2x1 N A2x , NGA2x12 A2x 16, 2x @, NC 216 Bridging 2' DGBF series hang" To flan a hangers available an widths from 8 a18 to 7 P g svi ranging 4 CNW318, CNWT'12; GNW518, CNW314, CtJW518-if2, CNW314-5/$ Coupler Nuts 25 LSSRi,$1, LS8R2:1, LSSR2:37; LSSR2.58 LSSR21'0-2 LSSR411i Field Adjustable Slnpeabisl5kewa5le Hangar 27 RCW012 RCWB14 Wall Bracing 1B" and heights ranging from g-1l4" to'24". 5 GTUD55, CTUD85 CTUD88, CTUD75,'CTUD76, CTUD77 CTUD87; CTUD$8, CTUD97 Coupling Take -Up Device 26 LTP4, LTPS Tie Plates 28 RP51 S, RPS22; RPS2$ Repair Plate Strap & DGF series hangars. Top flange hangers available in widths ranging from 1-112" to & CTUD98, CTUG88 27 ML23Z; ML24Z; ML2tiZ, ML28Z, ML210Z Angles 29 12SP4 Shad to Plate Connector 518' and heights ranging from 7-114"'to 24". 6 N3;N4,'N5,N8 Heavy Hex .Nuts 28 iNMH$ Roof Tie -Down 30. SP9,SP2,SP4 SPB,SPB : �tadPlate Tie 4 DGHFserieshangers T.opflange hangers available lnvMdthsranging from l=3td"to,3- 7 RTUD3, R.TUD36;RTUD4, RTU64B RTUDS. RTUD6; {2TU07, RTUD8. Ratchefing Take -Up Device: 29. MMHG Hinged Roof RoofGonnector 31 SPH4,.SPHB, SPH8: Heavy Stud : Plate Tie 5/8' and heights ranging from 9-114"fn:24". 8 TUDg, TUD10 Take -Up. Device 3ii' - MMLU26; MMLU26.2, MMW2a, MMLU?8 2, MMLlJ210, MMLU1211; MMLUI39, MMLUI311 - Face Mount Hangers 32 51:5 SS2.rc.SS3:S54.5 $. , Stud Shoe 5' EG5 EG7 EGO `series lian"ere g To flange nan ersavailabiemtroidthsranging frcm5-114''to:8- p 9 9: TUW38 Take -Up Washer 3'f RBC; RBCP Roof Boundary Clips 33 ST9, ST12 ST18; Si22, ST292, ST2122, ST2115; ST2215 ST6215, ST6224, ST8236 Straight Straps 7/8"and heights tonging from 11 'LD32-172". 10 URS3 3/8"iJpl'rft Rod Ran 7ie�own System 38 RST-3 Roof Tie -Down 34 T620, T627, 7630; TB'3B, TB42, T648, T654, TB56; TB60 Tension Bridging 6 EGQ series hangers Top flange hangers. available in widths ranging from 3-518"tti 7- 11 URS4 112" Uplift Rod RunTledoywt System 33 RTC22Z, RTC42, (2TC2Z, RTC44 Rigid Tie Gopnectors 35 TWB10, TWB12, 7W614 Wall Bracing, nfa"and heights ranging from 11-ifs"'to 32". 12 UR55 51t3° Uplift Rod RunTieticurn System 34 STG, STET OTC, HT04 Truss Clips. 36- VGT VGTR, VGTL yariebta Pltol7 Girder Tiedvvvrr 7 GLS serial hangers Saddle baggers available in widths ranging from-3 114" to 6 718':' 13 URSQ{ 314" Uplift Rod Run Tierlvwn System. 35 ` TJG37, TJC57 Truss Jack Clips 37' W6106; WB106C; IN6126, W612t3C, W6143C Wall Bracing and heights ranging from 8-9f2" to Z$": 36 ZZ, Z4, Z44 Panel Stiffener Clips - 8 _ GLN lanes hangars Top flange hangers available In vAdEhS ranging from 3-1l4" to 7- 1B"and heights ranging from r