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HomeMy WebLinkAbout39836 Harvest Creek Ln3 a ,mot W ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. FooU Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or 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 Brit. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or RCS 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 KIWALL or KNVall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical OVP 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 or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 1941 INDEX OF DRAWINGS I 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 S3 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. N 0 N %AtiltIIII#,�� LEV1'KO N •'AGE o E �' '. .` per• •�i � •� No 76750• , * • r Cl: W 40 ATE '0,0,�• •F� ° a �c �,c��,� O N Illlttt 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 S ��pp co N oo 9 N J J LL C till Lu ii � Mv LL a Y LL LL a = L M4 0:0 W ILd Nro °rn0 a a 0 = Lo �'y 0 N U U-1 Z W OMZ vvi ❑00 Ur z z J a � w Z CIO -J N U 0 Ul � 8 W N c (10 U U Q � • w E Z SE ZCO C: J w� g °I .2a124 = u7 J 0 1 0 W > f�C J Y O z d. O T (V (M C� o z C �; w - c d c U Q pf0 °i JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. C S lili�lil■■■k,lY1hYY:lild �I�I l::u. ► t1 II . , :IIWI 0 v OA H.B.3 25-SH . EGRESS O 25-SH EGRESS 1 \�� 0 c�OO 5-SH Cl? AC PAD -- b -- -- N 16" DEEP a j FIBERGLASSp M A v �\ Y MW I SURROUND I S3 RAII F TC�G 'ham " I TYP 1 ■ �\ 1 v� ILE T f; 00 I B STORY 00 _2 10 U-41 c 4 5'�1 321'-2" 11'-0" o OC7 c CAFE �I N NWT - - - - --I SI K wl -- ISP �- A - - LT. -� I L BEDROOM 3 I - 2" I 1, 1 A, r=nw AO - - F -� VAULT. CLG. PATIO > U I D.W. I ° � - - - � -- T" -- I BEDROOM �� 2 8-0 CLG. CARPET 18'- " C G. ILE o I BEDROOM 4 �� w "'" v T `r CARPET C_----------_� ---------- ir> I _ " 8-0 CLG. =a w - �o ' " 8-0 CLG. I - -t CARPET q �o N 66 �y .. CARPET OPT. I R. I31 -- - ---L- 1- I 5068 B.F.77� 4068 B.F. 4'-0" 11'-7�"I I 6'-10" 4'-7" 8'-8" T-4" 14'-6" 1 V-4 T-6" N _ --._-._ ._ - R&S .' N ------- _ _ - _ - N 2668 �;� R&S 2668 r M I N I HDR AT 74" 23 -8 10'-103" 3 -10 7 -8" B - 6„ ,-4„ 1 I Ito --- -, - A ENTRY O 2:12 VAULTED CLG. i• I L 8-0' CLG. LO OM FAMILY RM - - 1 Tc0 1 I I '" 9-4CLG. CARPET (3) 2x4 #2 SPF w/ 0 R .A.G. DTT2Z @ BASE CC G)J 1 00 S3 :- UN�I I 1 NOTE: FINISHED I I T AHU $'_-"_CLG. _L r--^I 1 WALLS TO BE I I A 5'-11g" I TILE nN 2 �: FLUSH. VERIFY IN I 1C7 FIELD. I I I S3 4,_0. IIIx Q) I OPT. D OPT. I I iQl I I I I TYP @ 1 STORY I I I TIC00 11 1 I I l l 00 G DTT2Z #2 SPF / @ BASE ERG SURROUND SS _ M _ _ Rg,S - ------ 11 1 I 0 jl I 1 g I I N S3 N 60"x36" HANSON BOX 36 I I I C, I I I M SHOWER @ A.F.F. K o, I O I I DLu RYER VENT S3 T > (D 0)2 5'-^ 8' 3' 10" THRU ROOF 11 EDGE OF SLAB 2" I OI 1 I 1 68 BEYOND WALL 17'-8" 1 -10h' 3'-0" 2668 7�_8 20'-08" 1 cTo OU)w OWNERS SUITE O A - W. I .C. 2 CAR GARAGE 8'-0" CLG. I I I �_ �� 8 0 CLG. B - ' 0" TIE CL 8'-0" CLG. _ CARPET 2'-6'1 1. BUILDER TO I 1 1 I I I I CARPET PROVIDE I I I TYP @ ---' ----�- -� -_ i APPLIANCE I I I KGARAGE PROTECTION I I I S4 OPENING 0 0 5-SH ---- ___ ---- N WHEN REQUIRED (nOPER FBC 1 I 6" DP.-' T R&S T----------- r -10" HEADER SCHEDULE SIZE REMARKS KHEADER (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 71/4" 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 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 1112 271/4X26 26X254 S.H. 1 H3 27 1 /4 X 38 J 26 x 371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1 H6 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381J 36 J X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 4 S.H. 33 54 X 381J 52 4 X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING [i] BLOCKS EVERY OTHER COURSE 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 is In dwelling units, where the top of test of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 +26.6 / -29.1 ) +26.6 / -33.5 �G SEE SN ET HC� SEE SN SHEET z40MPH 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 "1",1,1111'1" • • 1 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED PLAN - EXT FRAME 2 x 6 R-19 KRAFT FACED FLOOR ELEV-Al CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Yq r=1 r-Orr (GARAGE / LIVING) cv co �,�r♦)titiil/►//� �_E W kO1,1;S . P co : 7g7o0 .d. ti r r eo of %%% lllil 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 - Resldenilal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H ' o E ' n O M 8 tp r N = V O N Y _I d J u (a 0 di a � u, rn F- r` J W - y M V LL 13te LL VL rn 0o Z t g NcpW O Lu ILLLW Q d MZ �NO =Vvi ❑ ❑ ❑ W 0 R V Z N z � � J - d � N E3 a) M Z 0 0 'I--r 10 `O l!) LL V'1 W 8 c m C W M __J Ei� E N Z � _® oa o Z _ C 1 � It ¢� �0 53 - C XZ S� "� z Z Z cz Q% I� g Q sz Z Sz W�T. 3 d zIa 0. 3 �C:) J (O 0 W > Cal J 0 m U CO NCD 0*) �.1. V 04 00 Lo T- E CN eM N z Z c E O E E W B ai c co a U o q p c J JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) DC > / MEDICINE CABINET 00 � O� O� C> CV KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CD CV FIN. FLR. KITCHEN 4 N 4 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD o Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. I Uj TOWEL BAR a. ON BATHROOM WALL SHWR. o VALVES = = o 00 CO SOAP F iC 00 o DISH U LO LID = 0 0 _ M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN Q MIRROR N 4 00 M -- 77:_�Lzn OWNER'S BATH BATH 2 60 INTERIOR ELEVATIONS SCALE: 1,2-, o 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT Cr BRACKET 36" H BASE O FINISHED CABINETS o COUNTER TOP 30" H BASE c CO CABINETS CD 00 u. SIN i� n = in a 1'-2" CO 0 2x t >- 1O 00 FRAMING �bN o 0 T M CO - 1 /2" GYP N `f' N CV c?BOARDJFLR. T. _ FIN. FLR._ Li SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS. N O N t0 P 10 v) *' * •',�f OF/?cum 10 To the best of the Engineers knowledge, Information and belief, the structural plans end 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. Oi E g p u4 P*10 at = N QO1 �ja tp J ins LL LL d _c$o� 0 _ O O 0 W0 OLU d a ILO =IL c°'°' N M Z V cl: y C.)y Zp W 01'� CD .z QN th -aL $� Z n J d � U) Z 4--JN� Uj Owl Nc� �I-- CD " U w � E $� . Of Q • 74 o 2[ E ZO aJ E ° 1!2 S5�� z g 'E°� CB z W IF! oil CD LO U J O � (D � o � � N .> Qom„ m U` CO = N O) •� T O 0 - T E N M N z Z c E yy� La c a U 0 Q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 0 F1 Ll El F7 1-11 7_]_ F71 14'-0" RIDGE VENT �5 `�-- HEEL 12 !' 5 /� 9 F4 \ T.O.M. , HDR HGT. TEXTURED = CEMENTICIOUS FINISH ON C.M.U. (TYP. ) — ��------� F.FL. FRONT ELEVATION - Al N. 12 �5 15'-0" RIDGE VENT 12 - 5 s- . } ��y� - =._ — -- �...•.-, ,,..,0,•�.-.� — I I 1 � r 1 A='�' • —� T .. I 1 �— —_� >_ !_.-��.. _;:.-_,+—�.. b_ i,—,..��, - —1--�— --Fri... L-—.�,.,'. �_�--__ -�-1--�L"r1�-1---.�L,c-�+----1,:�,.. -- ..._-___ _ _.._— __._----'`-•F_-�_ - li _l_.:_.�i_:, _.L�--L , __ '-.___ L _�.J. ,,_.1�.4 .�.�__.�i...� _i-r-.I_.�._I_.. -'1_- __s+.+.—.aa�Y _.=��-_v_�-_drays=l. , ------I -- — 1--0----------------------------------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS T.O.M. — - HDR HGT. TEXTURED CEMENTICIOUS 00 FINISH ON C.M.U. ifl (TYP. ) --------------------------------------------------------------------------------F.FL1111111 - 11 LEFT ELEVATION - Al N 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. N N co _ N EW�����i� o L.I{ Off, . . O �. pE7875D •� = : a: W— + ; /* .; r 'T of pfi..F/ To the beat of the Engineers knowledge, information and belief, the structural plans and spedficabons 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. V C.,CN LL J h tl! rn r r` i -r w (L NO LL 0. ip�LL� aN� Z 00 2 M' 0 WWLL @�Io 0IL ma Qu = 00 0 Z D O C14 D�yZOU❑❑J z_ z � J z LL 4--' t 0 .V u, " w o j� '!'�• 0 „, Jum '® u _ Oil> ._ U • ¢ C', M `$ E ffo �� of F� R� H Z C E �o rcr IgZ 0% w N a> I— 03 C wg � r o g� n > 2 W $� �o a 0�z JCD C) � A DO <r °d o_ UIY �L J N N .-. .> O U SO r E c �• M Z Z E Q m c a Q o � JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 3.1 ��■Il� r� . .Ill. , I :II �l II 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F.FL. 6" FASCIA OIL (TYP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) y �� T: ----1--- = ---, 12 — � � 12 5 3 TAB SHINGLES. ROOF_ - INSTALLED AS PER MANUF.-- SPECIFICATIONS 3' 10" ------- 7 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) �--EXTENDED OVERHANG TI BE CENTEREE ON DOOR REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" 11[i1LTA p HDR HGT. 0 C r 0o 00 in F.FL. 12 15'-0" RIDGE VENT I 1 _�-,-1--�.1. 1--I- ... �.1.. .-.-I-.-r-. _._,,_:=a---s-..- �.. ��---�---• - _ -•---�+r-,.-�-.r- -�,-4-r-L----._-.�,L. ._-I..-w•_. ....,._-_, y .--,..- �.T L r T -I-, I.,_.,.....L :I .�.... .I.._... I...,_-` 1 .a,....�... ...,..., -! I I 5 __ i t I .. - _,_ I __..-. � L ....._ _.__,• .1._.�._ ��..�-i.�.e....-i- ' r_ r�-�u,.y_�-. _s.�: l- ri-__y^�.1. �.1. -�,� .�� � �.I. ,-.. .. _...,... �_ � .---Lam:-i�._I-�.. _...6.. I— _ -I-: �: �_.. .-�-�w--: - �._y -I _ _ i t 1 r l 1 Tom_ ' J '.--_— __, .___•__.._ - - � _'4�._1._..-,-.I--.-.y-_T_1 ,, _�_ I. �.aJ. ��-_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------- RIGHT ELEVATION - Al 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 p y adjace wood preservatives per the manufacturer's recommendations. O N coo CV ����:ati!�rrrrr c U. r UJ �A�E Of ��• ,✓�'� c Sg �: •• i t3 F� ,��r111 Qt � iN♦�� To the best of the Engineers knowledge, Information and belle , 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 potions of the drawing pages bearing Engineers signature and seal. t» QW 0 epM} N (V 0 J V 0 u_ cNy 2 alb % it LL ui �Mc U-ax �LLLL a Z O =M 0°ow tY � N co a: O J = N MZ 0NLZ D ❑ 0 ❑ U � z z z J — d N E3 U) a) z � ii u- i-J (a U N LLi .a�p G — O Lu U ,II � E t 8 = Q � � M M o W � ass z � oLL y G ao Q E z Wa Z o E_o (a N r wS ZN _(D _ J x ,W a� 8zo Z Waat J� Q N z}7 d' �W pza ii 2 a U u , O ui TO c J U CO �}' = CV T— O SO r E O) M (V z Z E O " >v 4; a U � a p I _J JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP r CAP 2" 2„ *NOTE: N 1" N FOAM TO BE USED 1" RADIUS M ONLY WHEN ^ 1/2" RADIUS* cD REQUIRED BY 3 1/2" RADIUS i ^N 3/4" RADIUS 5d N COMMUNITY SPECS. IF NOT, Na v fco DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W1 STUCCO, 1/2" RADIUS i N EDGE OF 1" 4" VARIES i rNi 1�_011 a SIN 1' OPENING VARIES 114„ i 0 22„ VARIES 12 VARIES 1 1 N SIN ill. 1 •_0„ 11 r 1 1/2" RADIUS 2„ 4" 34" r I I 2 1/2" RADIUS S i �() r i C i VARIES 12" 3z" 11" 32' ' c0 r r`N 3" 2" 2" 1" 1" 1" BASE • BASE „., Mr 1„ 1„ N 11„ *NOTE: VARIES 8" 2„ 2 FOAM TO BE USED ` 3„ ONLY WHEN REQUIRED BY ;IE: V-6" COMMUNITY 1" SPECS. IF NOT, ill 1" 1' 4" _ fl- 1" OPENING VARIES 2" r" DETAIL TO BE isE BUILT W/ STUCCO. EDGE OF I 2a • OPENING �1-1 ' 1-1/2" THICK 1-1/2" THICK , 24"r------- d r S � r r e r �� coma r (D " � r�� v a" 6" to cn 2„ 4„ , 3„ 2" „ N w w = 2" N 2 tr a 1-1/2" THICK 31, 24" 51' 1 5„ L 52' 7" 4 _ N � `IN *�15I �„ 1„ 12" r TLry VARIES VARIES wi -- --- -- — 22 • VARIES VARIES 32" Q 1 6" 6 � 4" KEYSTONE F11 Q i 00 � it N ��- ^P KEYSTONE F11 OPTIONAL r OPTIONAL t � ap i0 i R6 io Q 2 44„ R4rLT' 4-' ' 4" GARAGE DR. OPENING 4" 3' 4 4" WINDOW OPENING 2„ 2 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH � • i • i • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 1'-64' 14" 12" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5" 1''12" 5�q" 3'-8" 7 iV 4" 3'-0" 4" 1 " 10„ 1'-4" 101, t r ZD i0 00 N 1„ o cli 0o cq �# • Miter 9S,h 1" r r 1 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) � I I • ACRYLIC SAND FINISH N O N CL1 T o ,o,,.\'EWK0Y C' E N S P �% O R `.. f�!>tJ11i11�1ii 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. h 00 04 CV 0 Z r °� 0 OC r'g� �0 Im � T• ILW a N co M Z l v O U U N z O ❑ ❑ ❑ W 0 v fN� z Q a- u7 U) z 'ru 2IL U Ow N �N c � I— (n w � S y c � � M z W Q ? 1z )Z5> aQ E ooWX F— U D O O o N M a Qi o tta wz �� . (n C y U m O 0 OLL Z z e 3 8 QTZ OZ O W 3 U wz aLL aLL aZ wk �z �3 r a x �L J ai W >CN M J ,�'•� 0 C m 1 ca T = N O r .� T to 0 Q T ai rn (V o Z M z E ; M a v � Q o 0 JOB NO: 21-2027 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. 150AI200A INDOOR n 200 amp 150 amp UNDERGROUND IDIs POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA1 150 AMP/ 200 AMP copper to lights & outlets cropper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 ANSUUL 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 WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUSTFAN ;QO EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JQ ELECTRIC PANEL BUILDER WP GFI DISC. H.B. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnrl DCD cocf o SCALE: NTS i1 � I I I TQ I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN — ELEV—Al SCALE: Y4"=1'-0" CV 0 N cafl N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» E 8 9 to le N LL tl0! �_ M CD ui a LL CL J LL LL a W 00 Z L 00 S O: W0)0W wc' a�a,a, m d Z LN ILU - M Z O a 0)O V _j U) _ W z z W ¢ =- N N � zz 0 N 0 W V) �� d co cco w a c e ¢ C,4 g, _ o w Z E o £Iz ca. E 8<� � ZQ a 0 Z Ic6 o E N f0 ppa 2 g W w w �� ON CO � C i3 Z LL W 7q 0 _�� 3 �L J 0 CD CD 0 c > L.L ` 0 o U (� 00 W t\ N r CO a T ai milt 00 o C7 Z E O 42) a 0 _ Q o � JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al TRA ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 1/150 Rule 300 Rule Ridge Off - Ridge (No Upper Ventilators (Must Provide Upper Ventilators) e Upp Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SO. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators L in 29 1or 2373 2278 325 1139 81 570573.0 e 1) 435.0 138.0 "*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—Al SCALE: Y4'=1'-0" 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 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics 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 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vends: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. in. Needed) / 9 = Linear Ft. of Deck-Alr Needed) `{{{11111111j11 CN �% >rE W KO P• ..... �. • ��` '�� � N S F •.s'�i �'i o trio .. ' S %� 47 4 � 4�}. ® �� 0 1 »» 4*1241182 Blips To the beat of the nginsers knowledge, Information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldentlel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LL :1cri LL4 X Z W4 0� O W�w� m O pjO' <a Z ILW M Z Lo p OU�y = W 00❑ V z z a g J d -J N Z ff ll N ty "U QQ W O �V) C C) — • Q M W z U_ E� a ff Zo Zoe z i W 8z J �L iU sa CO 0 ' J CN O a s U Cfl rn • T (� CD, oo o := 4 �M N a o Z E 0 Q e � J p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 5 G d A H.BTYP @ 1 STORY S3 TU.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ... .............. ■ ■ ■ ■ ............. ......16-0" 2'_9a" I SINK / DISP c? A o L S3 I\` D.W. t L_ — — STEPS AS I \� \ _�___J ----- I CHASE TO IS D== --- — — — L — — PROVIDE 1 Y" RECESS CJ � — — — — — — — — — — — — � CJ OPT• T' �� CJ, ; I REF. o I I I 1 CJ —t�-ll ■ TYP@1 STORY U.N.O. REQUIRED FOR SGD. REFER TO : ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. .... 10'-104" PER FIELD MASON'S SLOPE FOR KITCHEN ISLAND I (9 CONDITIONS WIDTH �I� LOW WALLS I ' ' ':.'.: : ' ' I : ' :: o * 4'-0" I `� 16'-10" 12'-10" ; INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM — — — — _ • — — — — W/ (1) #5 REBAR VERT ABOVE SLAB ■ ■ ■ TYP @ ALL PLACES SHOWN I `� ` S 0'-0" TOP OF CONC./ PAVER T BE 4" ■ ■ (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED I BELOW FIN. FLR. \ 4'-0" 4'-4" 4'-6" VERTICALS w! in W/ 25" EXT. ABOVE SLAB "GRADE 40 ` BASED ONSE ( STEEL" Y2' SLOPE FILLED CELL PROVIDE x 9" LOCATION I RECESS FOR FRT. POOR I = o 2'-6'W'-6"X1'-0" FTG 'n I 4" 53 _ 25'-10&" \ ` 9'-5$" W/ 3 #5 E.W. I 'n ............... — .—..._—_—_ \-'• ■ ll o A ; :� I (2) #5 REBARU.N.O.I 7in TYP @ 1 STORY g3 S3 CC S3 C%iI AHIJ ( I ILLED CELLTICALS 2 6„�, x2-6'X1 0 FTG _ I : 3'-5" ~ _ _ _ �� W/ E.W. 7'-1" 2'-6" x 2'-6" x 1'-0" W! (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in (3) #5 G -3 1/2" S3 I I o I OPT• D PT. I SLOPE _'� I ih FILLED CELL =10, 5'-3" 1'-10" 3'-6" I O I �v°° '- r I; M Cn N — — ■ I I CJ 12J _ - 3-1/2" MIN 3000 PSI CONC. 74" ' ' ' . T-10" 1'-I . EDGE OF SLAB 2" I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I N 'r' 3-1/2" MIN 2500 PSI CONC K SLAB OVER 6 MIL VISQUEEN 1 r I I kZ3 VAPOR BARRIER N 35'-4" 20'-6" ■ 10'-0" I : BUILDER TO :: :: PROVIDE I (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4 0 12 1 O PROTECTION FILLED CELL I W.H. WHEN REQUIRED PER FBC L— J ---------- --- -- -------�' — -- l" ------ t ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ q H.B.+ S3 TYP @ 1 STORY '-7 " 6'-4 U.N.O. 1'-6" 5� � 6 -O" 6 -0" 6'-0" L 6 -O" L 6 -0"L 6_2j" 7-15" 8'-6" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 118" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. IRIZ. REBAR, TYP. 4.0. Iternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 � 0.' • o ST 50 '• � p�7 N �W= OF ..��oR`O.'C% P, N% ON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W f• y =o pp � E V LL �r �� acLLa fA ,4 � aNi v - 'L CL 0Z L /C � 0 wSw Z U0 � M Z �J a N O N y Z W O U z N z Z r; tl � lY 13 N - Z � � 4Lij �U� 0 W tJN c f6 '— U Qc o w B E Z• Q � E WLL i ❑a Z O N t o 4 a C = Z Zz 3� o W T ow O U a N U 3� Q� � J 0 ai 0) C� A W C (0 04 ^. Q Y O m U Co Oi T O o T E M N z M z E p E ate. to _j ¢ o I JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 6 ROO PER ASCE 7-16 ROOF ALLOWABLE GN RSH I ENGINEERED CLADD NG W NDFPR SSURES AND SUUCTIIONIS FOR MEAN ROOFOHEIGHT 5T25 ftND JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12j-[6:12J a=oft AREA ROOF 1 2e 2n 2r 3 3e 3rI"21` 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99r--- 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 II \� I/ I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 1Q SHINGLE: YW EXP. 1 (24/16) or 1%2" EXP. 1 (3y6) r TILE: %2" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED,,8 ,a ,,a WITH ASTM F1667 RSRS-0310d (2'Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS A ,A4# AK 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=oft GABLE ROOF ]- RAFTER W/ BLOCKING 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 6: 2] 27 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"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.1 26) 1001-1/2" HTT5 5795 5/8" ANCH. / 26 10d x1-1/2 K HD36 " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 21/2" 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 1 990 860 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 wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F I w 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) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1 1010 1 605 1 12 -10d SPT24 1090 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 (20)1 Od x 1-1/2" 7-MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (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, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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 1 (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 a SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4'=1'-0" N O N t cn o O . co;• N - *' • LLj• •�^ ,�� 7#/f 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. fA 9 N C--.,, � ^ � LL Q) Tj J LL 0 W uj �Mv� LL o- 52 � j LL 0� o Z °gamy W a Z LL N Mz Iry0 U _j 0 Z W OU ��� o v z � Z n Q d � n Z LL [PJ W �0 o N �N W € � 13 _ U c Q � • 74 o M p w z U zo w� a (d H �0 x� aa U oU z0� C N dz `0 o Oz tt� g ` (n C - � Tz Y H� ZLL az z N _j 021 i ° W 20 Z a� CD co �� zlid c� 3 �LO J O CO 0 co � s C co Cfl = N T- � S (D CD T' 00 0) N M 04 �; z M z E O d M JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilntels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 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 ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Sae vertical oad Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T FORM dt GROUT SOLID Q :�• r W U 0 #5 BAR CONT. 8F 12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. ice : F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1 T a tNOMINA1. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-1-f�ifhiele = 3500 psi. 2. fc prestressed Ilntels = 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 = 19M psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR M IN. AT REQ-0 (1) -1/2" CLEAR ALTERNATE POWERS STEEL LINTEL G ♦ C7 A ° G .M.U. #5 REBAR AT TOP = a° ♦ MIN.(1)REQ'D ° 1-1/2"CLEAR a z Q . a Z GROUT ° VqA C.M.U. 5 REBAR AT BOTTOM OF = - in w = W 0. r%i - o LINTEL CAVITY w 0 X w ` `n -BOTTOM awdIZ REINFORCING ¢ 0 u- cr 7-5/8"ACTUAL PROVIDED IN Z O n � 4 D D 5 REBAR AT BOTTO 8" NOMINAL WIDTH LINTEL ¢ O �, a AS INDICATED (VARIES) r~it cur,S E?. ° n 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 manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifcatlons. 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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UF (F) 4'-6" LL 4'-6" LL UE 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=V-0" o_ xe�LEWiCp,����, i a W tub ,,,�Ss�oii�st To the best of the Engineers knowledge, Infomiatlon and belief. the structural plans and spedfcations 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. a E n po m O C 8 N ca rp J VN C C ,8 J LL 7 gjaQ ek tL W V' 0 0 u)rrLL W a , v a ?C cq LL LL a. i* .i - 0 O LL! f0 li' O J W Q Q 'T. ILW Z00v_j(Vie n N MZ CKrn0 W ❑�❑ U 2 Z c Z Z J N W Z � M 8 (a w^ A V(J O c N ,,, c Y w m 8 U $o' °° V • Q N O/ r- c/ WWZ E 0 ¢ oo wt ZO Z 4 Eo ao Wo N L wo G a Zil Cl)Cl)C N � o� go W a� �� =w zld � 3 J �O > Lo C0 N a � > _j N O C ca U CEO F t0 r = N O7 T T Cp O 00 NO T Eyf'c CN c� N 0 „ Z E O a U 0 Q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. 8 STRUCTURAL NOTES 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 IT I THECONTRACTOR'SRESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. S 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1)2INCHES (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 RAID) 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 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 51TMS 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 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1,0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 Y" %" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, 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- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5 8 CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 si n 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. Irri9atioNspnnklgr systems includingll riders and spray heads shall n t be installed wl hin 1-0" of the building side wall, 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo, and mortar along the foundation perimeter must be removed be ore exterior sot 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 install, d after construction is complete, including landscaping and irrigation. Any soli disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 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: 56 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF 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" 1Y" 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 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS,#2 OR BETTER AND OR MICROLA ETC ARE O BE YP T S M AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N 0 Ile �t,`,� �,Et�v C,l, ''/ N ♦♦♦ P• e i � U • co NO P : CE: * LU :*� OF 0 � P O h� %�♦``� ��l/Iltt111�, 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 - Resldentiai 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 F E aS 00 a �v LL @1 a ul 0 11 riE X W LL lL. a 2 J Z E t o woQQU W°LLZ a a Z �O Z mNNU WOo ❑ ❑ ❑ Vi M N z_ g� z iz z J t/1 z a (9 0 � -_ u- U O N u.r S c U B Lij �- - E U � 83 I-• C Cn w J E a _ oLL® Q O E CJ H ao w� W z �s W S Wz K J f c < z Y U m 0 gZ z ^ Q ' J N O C9 -my Q Z f is �W Zo V W �_ r V= a IIIIIIIII� °C:) �L J C W c N .-. 0 m U` CO `.. = fV 0) T­ T 6 E CV c� c� z 2 E .. 'a w `a U _j Q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. SN Backer and Filler Block Dimensions BCI Joist 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 _ 1-1l8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,N panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap 1 � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c„ clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1l16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10' -011 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" cs - STUB -OUT FOR 0 ;n GAS METER U 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. 6'-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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). *' SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges CONT. #5 BAR --� FILL CELLS STD. 90° HOOK r— BOND BEAM w > STD. 90° CONT. #5 HOOK BAR BOND BEAM STEP SCALE: N.T.S. #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 l \. 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. \Web Stiffener Fastener Schedule Joist Bearing Location_ \' Series DepthTEnd I Intermediate ® 9-1/2" 2-8d 2--8d -- _ BCI 5000s 11-7/8" 2-8d _ _3-8d _ Clinch nails 14" 2-8d —cam_ 9-1/2" 2-8d 2-8d when BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI6500s® 14"_-. 2-Sd 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d - - - BCI 60s® 14" 2-8d 5-8d Tight fit - _ 16" 2-8d 6-8d 3-16d _ 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* " When joists meet over wall, provide " �1 3/4" minimum bearing for each. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @INT. BRG. WALL— N.T.S. rcoo t•�hD F•nlnuil MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) DC ULF I HIV T VVMEMC IIV � CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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. %2" 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 iy" 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. SIMPSON MG �J NAILS TYF GIRDER TRUSS 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION 1111,L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. 1= \ Filler block. Nail with 1 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap (, '� ' Backer Block 'Top Mount" "Face Mount" Backer block shall be fight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements v 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--/ • SEE PLAN FOR •• • . • FOUNDATION INFO STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR 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) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @PIPE\ PVC OR SCH40 SLEEVE PENETRATION 12" BELOW GRADE �I1� 11=1116.1 awl ;L1II SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP(2)#5' s x 4'-0" CENTERED @ PI PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a A \ .< • a „ 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 n C d a e SEE FND. PLN. SIZE & REINF. As 0 N .%� P �`°n r , �j cu �11+rt:1211194 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a a £Q � � (� O C�p J p"� � O yGy � J LL N >t LL W l» nLJIL NMd� LL iL G. a 5 2mg o� 0o W .5 wp C p m O 't. ln�OO' Q�'¢ a N M Z X N O V�rVn ZOU ❑ ❑ ❑ W V z z J - N 0 2 t'a w 0 c 8 N Bo w t = c (2o ti w w� Z 14 E a $a U 'T RO w� c¢6 z S E .3 o � s fu gzgo wM Z J <W az sz N 3 81 IS o < 8 IIIII� ¢r, § Ui 12 L J O rn m c9 Q� CD IMo J CD lO �..� N CD it T lit M r = N r T 2 cD O 00 - Lo T E 0 M CV z M z c E E O E rn T ui c d U Q p -01i JOB NO : 21-2027 SCALE : AS NOTED SHEET NO. SN 1 • . " _ I �, n Isn err ! , a. f� _ I I } I F I l m I PI I I 'R I I I I ! 1tl i���� ��l�lli � I I cm� ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 19ri TOFNAII S T R R -FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r I ,• 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. ;a ,PRE ENGINEERED WOOD , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & •c ,HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH144 MOISTURE BARRIER > ° -SHINGLE ROOF, SHINGLES TO e . BE IN ACCORDANCE w/ ASTM " p .' I I I Wit 4 D7158-CLASS G or H, or ASTM T ; D3161-CLASS F, IN ° — 12 ACCORDANCE w/ TABLE — ZTT! P.) VARIES R905.2.6.1, FLORIDA BUILDING = CODE 7TH EDITION (2020) 811 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULAnON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL; ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL FYPE "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) 1A P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE v °n e . z °0 I 6 MIL VAPOR > BARRIER f �r rD _z D �a COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K'A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB-----., GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 1 =1 3/8" MORTAR BETWEEN SLAB & BLOCK ITI C\ / At At- GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O,C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ 2x P.T. PLATE TYP ASSUMED FINISHED GRADE z MONO OR STEMWALL FOOTING MONO SHOWN A D ;0p FOR CLARITY Q _ _ o 0 0 NOTE: —ll—III—III—I IEt 1 —1 11111111111111111111111E�l 1111111111 � gI>III—III—III=III—III=III "FOR BEARING WALL I= f 911-I 1 I = 1-I_ -1 '- W/ UPLIFT ONLY _ _ _ I I I=1 I I=1 I I=1 11=1 I I �1 I I=1 I I= I I I==111I-1 11=1 11=1 -i l 1-111_ III—III—III=III -III III -III-1 � 1=1 � 1—I �I -I I 1=_ITi=_III-1 �I t I_ -_I 11=1 11=1 11=1 11=1 � 1— � I —I � I-111-1 III_ill—III-III,,,IIII�IIIII�IIII„IIIIII,III, FRAME WALL WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4770., S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---\ 4 4. °� "v GRADE 00 — _ f(SlI1#5 REBAR w/ OPT. CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT r „ 4 O.H.D. RECESS ;� z 13 O.H.D. RECESS . r N ch e,'•• y' . i• .. T. SEE A/S3 OR J/S6 Ill — - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. SEE A/S3 OR J/S6—� -I i I I I I„ ALVt+1r-jF4IT FOR REINF, INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. �,_CON SIV030_ 0 �\Eo �5. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY cod FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"" 1 , x 10 J BOLT @ 24 rlo O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA, STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR 41 REINFORCING BAR Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D M — > • FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER t> o ° °O T R 1 7/8" #5 REINFORCING BAR ° — 051 AP SPI IrF • '. .. ••• .•' HI111111' 11� Ili SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 1/2" FROM SLAB 0CONT. BEAD SEALAP .. ¢ INTERIOR a.. a. -3 1/2" CONCRETE NAILS W 1 1/2 co EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 WWF OR FIBERMESH co . 4' 1 K S3 �� �Ia'�V •►/L_�� illr_�. ice— a i�►_��'►i���i: ii�� ii— - I��� afa ' REINFORCING•1 HOOK #6 LAP SPLICE REBAR DETAILS rF FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " SEE PLAN FOR / % TOP OF BEAM (2) HTS20 — 2x4 P.T. ol PLATE 711SI" O.S.B. COLUMN LOCATION SEE DETAIL 1601 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS :T M 0'-0" FIN. FLR.jk NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOaFROM a BOLTS 6" MAXEND OF 2" x P U a zj a. e . NJ= DLd �—I D ° (2) #5 CONT. =1 I ON 3" CHAIRS A 8" 1'" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH �, E vAT IT-NiUmv-_r 4 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ` ° & LAYOUT DESIGN — — SEE ROOF PLAN ;0 c — — —d �• A. ° o e FOR STRUCTURAL t BEAM SIZE & CONNECTION INFO ' :P .d — I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 "T g ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN w/ MIN, (2) #5 VERTICALS GRAD a FILLED SOLID (SEE PLAN FOR = _ _ = a n SIZE AND REINFORCEMENT) 0 =IF=1 a a• - 1-1,1-1=-1 z w o I: III —I �=III===III =III==111 Lu W N w-1 I��I z BRICK PAVERS or SLAB PER 80 -11 I = ! • °! COMMUNITY SPECS LL — — _ _ __ _ `�' < • .•'� SEE FOUNDATION 7. CONC. PAD INFO. TAPERED COLUMN FRAMING KCD12 SCALE: 314" = P-0" 11- i _-III-111—.III—III--1_I-111=111==- FOOTING -' =III III=III=1 I. III — I -III 'III-1 I I_ U Illliillliiilll. 111-„II III, -III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 c N 7 01 C,)• `'0 '• .. c L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W !� S o E r- 0 d W tlr a 05C- 3 LLWaa c YYn U.SC w 5 z 0 o Q� 0o •�(0 CVO c0 m 0 .W0 .I _ ILW ap C14 Mz ¢to0 V U z ❑❑❑ 0 z z � z N V)9?M Z vC1 L.0 W O W 8 LI / Ln Ly N tJ 0 Q t� ch o LL_J 9. E z a® 0 F C Z E N It &� °�g w c �� Z z Cn J a 10 d, p� O w� �� J t� fca C '- �N � 0 CL 'a a� d' T_ co = N T— .� T 1 C0 O � T- o z z '_ O 42) O _j Q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. S3 (MONO) ��Ilttt lfJ�l�I Uk (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 TONEAILS SPACED MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE HEADER FLUSH TO OUTSIDE OPTION WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERj FACE OF BLOCK WALL IS INTERIOR WALL ❑ ❑ ❑ 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (nrp) 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 T11STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/(10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING TYP. PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. TO DRAIN TO OPENING - DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN -OUT rA WALL ❑ ❑ El SCALE: N.T.S. S4 ❑ ❑ 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. MASONRY LAYOUT SCALE: N.T.S. D S4 TYPICAL SECTION THRU WINDOW B S4, KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 �I�!i llliil�l�l�l�!+�I■ �I11 � � .- - � a • . � • —In■ 1►1 no ■i�fl� INI 1■ �IIII IIII ■ ill Ili■■ �_ IIlI �III� ■I■III III ■ ■1■ICI II!■■ NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE s LL w > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. S4 SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a e BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP I iARAGE iOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) 3 (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS B 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. DO O,Q SIMPSON HTT4 TYP. Op FN�NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD v ? a 2x TOP PLATE K < V 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 LMAIN O.C. MAX. IN KO BLOCK AT EA. STUD SPAN PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-` W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE d TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 -UP COLUMN, SOLID MEMBER OR 2"x BUILT SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING I 2X8 P.T. BOTTOM P TE C 5/8"00" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 " NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON /- SIMPSON SP4 / SP4 2X8 P.T. BOTTOM PLATE UU 5/8"00" "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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. a N CD 0:V01KOtil ,, o 50 c. . 110 P •: tC _ * � %aF . Lu �:. S;P P; mac: 0�.,.F L 0 JR \��aC?�� .,,,,if ASS '0 t4 P; To the best of the Engineers knowledge, Information and belief. the structural plans and specifications contained wMn these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the stnictural engineering portions of the drawing pages bearing Engineer's signature and seal. txi W a N o $ C,)� V CWp C",6 c, � J LL r lo :a LL W r'nN0 LLaa yM 71 SY� J iLU. d W S = troyq�_ 0 J W W 3 're -, c_O W Q m ��o (D IL IL Z aO �Z 0: U 0 � U)i Z W 000 z z � z J — N =n z v 4-1 •U� OLU InLn c U C Q 0 0 N so 2 ti c co i w z E� ow Z• z E o cu — E N� �� $Q oa �o 5:z wz x� Z N mo .J 3 m w 8 7 z T� ww viw 0 of5 °3 �0 Li i J 0 ai � comp a. to 0 CD in I 2. 1� f0 r 0) d' O 000qqt Ln r E CO N Z Z ' O N B w m a U _j ¢ 0 JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. S4 IIyIkdIYWIVWIIIm u I SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 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 DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING —� SCHEDULE FOR SHEATHING DETAIL 1 45'± 45• ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �14 APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)1Od 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 1 Od & () FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d 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 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 10d NAILS @ 6" O.C. I DO EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 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) 1Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48' 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL (2)16d 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/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 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 10dx1 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"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 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 SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION co`� SCHEDULE FOR SHEATHING DETAIL • WOOD TRUSSES �° cc 1 1 00 2"x4" CROSS BRACE (2) 16d APPROX. 8" FROM •2x4 RAT RUN BRACING 1 1 2" " RIDGE FASTENED AT AT 24" O.C. ON TOP OF v EACH JOINT w/ (3) WNAILS BOTT. CHORD FOR 4 & TOE TRUSS SPANS ATTACHED W/ 2 -16d @ EA NAILS @ EA. END NAI10dLS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48' O/C FOR THE2x4 BLOCKING @ 24" BLOCKING (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () OF FIRTRUST (4) R O/C w/ 2) 16d FROM 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 THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) x @ SIMPSON SP2 W/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/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. E ES AND 12" O.C. FIELD "--JACK TRUSS >rj / SEE PLAN FOR 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3 @ 4 O/C 2X4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARi G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8_ SECTION K"9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .,.,.......,.,,,., .,.....,....,........,,..,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE TRUSS S5 12" ISH SCHEDULE ATTACHMENT 2 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/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L"BRACE 74" (U.N.O.) L BRACE 24" 0'0" - T-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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) `—CONT. BEARING GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" — SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 'yo d L Y CORNERJACK Q w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL 77- 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 11 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX c CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. i Fori�eeivi n�iw mmmm� 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 L AS PER BCSI SCALE: N.T.S. c SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N 0 y0o .. -0. N� w 41 • :� •'. 5T '• �: 1.0 tam. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W cc N' 0 M 7�ib # U.W W LLaa Q 9 LL a 0 0 13 Oi �f0 m J W � 2 r-. ¢ � d L LZ a 2 MzNo N = ODU_j8 W ❑ ❑ ❑ z z J — z N f7 N v 0 ■ M .0 w 0 g v1 Ul w c 1— N U_ r o � LL- Eo°® b H V a zS E tg 0 Z 6) J yy- U N g N W� N $ § �I� 0 124L J Ca 0 W (D c qql I N � C) N r O 0 T E41 N M 04 z° z @ = E y �, w �o _ e d c U _j q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL PRODUCT DOOR JAMB (REFERr2X8 1/2" DRYWALL TO PRODUCT P T TO PRODUCT TO APPROVAL FOR CON 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. &BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS 31' DETAIL 1x4 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. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CO)02" i (2) ROWS 3/16" x 3-1/2" i x 3-1/2" TAPCON @ 16° O.C. & 4" FROM EACH 1x4 TAPCON @ 16' O.C. & END w/ MIN. 2" EDGE DIST.4" FURRINI FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC 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 ARCH61 (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 K"]�_ SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX iSOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) 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 TI 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 TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B 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 DYAGONAL 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. RAD. 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. 8 FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 L/ IL ±5A NOTCH WEB AT FIRST 2 COURSI ;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4 xl 1/2,1 SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" 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. 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 REMAIN FREE OF MORTAR. NOTE: 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 BY---/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. //z 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y? 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" X . ►' e k GRADE o p Au N • co s Z (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 2X BOTTOM PLATE W/ 8d @ 4" R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d (TYP.) ` @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB TAL SEAT PLATE TE: t.[TTOM P SHEATHING TO OF BAND +2"NOTC ES @ FIRST COURSE ` /(4) 1/ HG2" SDS A @ W O.C. w/ (4)1/4x1 1/2"SDS SCREWS ' ` - INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK rHE S ` FILLED CELL INSTALLATIONK'H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN QCC AVnTC 4 OCI r11A1 ALUM DRIP EDGE BRG WALL TYPE _ PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW k 4 L LCONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) 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" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) 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 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X 0 (2)10d NAILS @ 8" O.C. �ERygN TO TRUSS TOP CHORD + + I�NGTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + + SOFFIT + 2X4 SYP + EACH TRUSS CONNECTOR '- SEE LINTEL SCHED. PRECAST LINTEL jjSEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QPP cu9:1:T M etin 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 F 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" O U_ O W U Q FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.is I OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5141 - . • .• . .. • Imo- Y . ► • • #5 BAR XX p 10" • ` • . .. CENTERED W/ g ►..'� +► IN TOP 4 ► . # ' • KNOCKOUT / N • CHAIR BLOCK - , MONO FOOTING - III -III ► SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► • • • DIRT 4 z �,• • STANDARD 4 e N #5 BAR IN . 90' HOOK FILLED CELL �s sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS 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"4" 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 (2) #5x6' IN CONC. FILLED CELL n SAW CUT EXISTING FOOTING A SECTION _ 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O N %%o��ie���oott�t L0AIKOt N o A, •' GE N S F •�'•�� �'. • P 0 .. — OF : W .� C) .,. C O pillSS 1 O tJ A i ftttilil To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a $E 8 9 �LL g LL G jo W i� N (14 0 W " Y LLLL g LLL��yL 0 i 9 Z OC W L @gam _ BCD O °moo co 7- N t+M Z p U Q�a a o c4i _j 0 Z W ❑ ❑ ❑ z i z J z 49 LO tJ) I Lr c d s�o o w� �° pia Z. E: U <o V �a ZC C14 N i wo Sao a ¢� �d 1 �8 �g O >_ zU)ow 05 J tw9m o W V o_ ¢ o z Z ? _� ° O 1 > Lo J O (O c� > coo d' � � C:)Q C m 4- Oi 04 o � �. 2 CO 00 E N c� c�i z N Z 7 E O E N a C a v _j ¢ o JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. SS �u1.11��1�111■ 'IW�t�IIuI�111�JIIV �IJ� Ili, uYl 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 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 TB 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. —� -----L WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL (7� SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT ¢ OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N 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/ 00) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) • 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLASPFT OP INFORMATION. BOTTOM CHORD OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO 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 D 16" O.C. MAX. INFO. ' SECTION @ ENTRY K8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (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 TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR I. 0 SCALE: 3/4"=V-0" SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION "� PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ ! (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. i 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT.' —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �. • MASONRY WALL BELOW: SIMPSON g. 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 q, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE K�2 SCALE:NTS EXTERIOR ATTACHEDI SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS -' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS 0 ��- — 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 LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 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. f.. -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 O N CO KO/^0'6. 00 pf To the best of the Engineers knowledge, information and belief, the structural plans and speacabons contained within these drawings comply with the 2020 Florida Building Code - Residentiel 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a .4 8 1g S N G 2 N 4 LL u it rAr rZV M V 8!0 LL W __ rl 3 1 �iiLL � a o Z tm°i 7r� S0 o w Wg�� 4 Q z co o N ILW J a rn O U Z W ��� � z � z � S z z �N U Tom' 0 w s N tti N un as Uj j �Q • U o c (n Q Y w MflJ E �0 Q N zp p E V F— M g0 x� �o 3& z OE clio `$ Ira �, N C C mE iEE Z H rye_ 3 y. G cQp W~ at 0 3 �L J a� rn c� ai C qqj- J Q (D 2 C) a. U CEO 1013 to r lit o r CY) O N -it 010 Lo r T O E N M N z z E Q a o U _j Q p JOB NO: 21-2027 SCALE : AS NOTED SHEET NO. D 1 VW���■I■Y■■dl WI�IYIWliull: l �. r,.� MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" 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 ' SEALANT JOINT I 5) SEALANT FROM •, INSIDE EDGE O-2) F WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT -�� REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) 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 S DO NO' BOTTO FLANGE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW 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 f • in each detail that corresponds to the numbered items in the list o 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 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 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 J01: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 4SHING M 11-4" PFR PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER y� @ PROOF CAULKING SELF -ADHERED FLASHING OR 1 SUBFLC SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z CZ , a W W D- a- _ rn (� W U uJ = li W cr i- cr_ Q W W CJ RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD me :LF-ADHERED FLASHING XCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, - - with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other _ - approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 10 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 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 ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied pp g' y g' y g PP FLASHING SELF -ADHERED FLASHING 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 ADHESIVEAS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. FOUNDATION WEEP SCREED (�-STRIP OF SAF �C 1 DRAINAGE PLANE WRB BOND BREAK WRB SF LATH . % WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR > BARRIER I ` 3-1/2" INCH FLANGE 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) ov - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS i\L��11SS1SSS5 STRUCTURAL FRAMING STRUCTURAL SHEATHING S STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB 71 < ,NSF LATH -- - STOP A OUS BACKER ROD JT TIOUS FINISH Cement Plaster in accordance With ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV co N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 a $8 t� o N N C7 O �p # S 0 0 C 6� °� rnrr J #" W M Q M v �LLLL LLwa ° �e iiw _ 13 c m Cl0 P o P oe Z IL CV G I XW CO O J JD)O 0 N MZ O V W 0 V Z N z � z O V U) J a 77 VNC1z a). LL -J (n 0Ln W 8 NLy N ' w �- t . c � Q a Y � M W E o a 0 E w O R6 o -E p o �R Z Cn N �C -r N � J Y� 3 �� �R s i W c = U LL ~ (Opp < �Y ala 3 O J In > Lo 0 0) B CD c� ai C > CN . a Da, U CO W N lqql i T _ (NIA 0) T T T 2 0000 N rn Lo T E c N M a Z Z c E O E c a tJ _J� Q p � JOB NO : 21-2027 SCALE : AS NOTED SHEET NO. W P _ IF. R I IJ 1 101" "I 1 _ II I I I I HURR/C.ANE Mounting Brackets (10 Gaugei 41/2'rx 41 /2' x 2-12w Back Goss Support (May be cut to W) See Anchor Schedule Rlyht Bracket (16 Gauge) Bolts 1 /2" Die A32S Gary. (Tylp) o •we 814 Self-Drllhirg Screws A/C Unit Bottom Edge • Hurricane Strap (typical:31n front) wat;herE Front Cross Support Self-i ockirtq Nuts (May be cut to W) Left Bracket (16Gauge) g14SeU-Drfling5cremThruBrackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 5pea iia wauilaban 4aats14uical. am isomadon.1 YneJ r" Hunt won Asir Beam ahas Fa ura6". adtir 40wol%awllaileUpon nyMert r Florida Department of Business & Prol4Nlsiorsol Regulation Building Codes and Standards Product Approval Application Detall pies i a 1 IrNm21 sgk get ors now PWMIM gall 11igs tr 9,%r tuw cra Oldl•r auoMu. wlddW aY VflldMed errMIII Yse Aor" amid AMnnallon 2020 Smart Vent Products. Inc. Michael Gldlam Normal, F. Norero P.E. Locke Bowden P.E. 12ne2020 1228r2020 /22a2020 Apprwad eamocury: structural Canpenon 8 !677j 4414335 P6737?a (334) 30D.1900 &pCwpery: Products Mwd,eeed ass R.at of nb®snwmwntoom Now Technolcpy Compliance Method E,.Woh. Report Dan a Florida Registered Ar,111M .1. Licensed Fbrla. Pratea.1-1 r rglnear tL CiWm OLidWAaMrnga Approved lice UM AMMMM19-YK IM= ggdm lasts/, ConlratLBldOMoaJ b I,NvI17, clausal, HYM Islig l laima 1 8nnanV.M Mebla1540.810 Oral F."clo"FlmtlandVaalehon Vad 17g12020 Y. Yn N/A -look 100 2 amsnvem Mod./ M$40.511 Dual Function Flood and Venokon Vert I7p12020 Y. Yes NA .100E 100 3 smart Mod.191640-020 I,.uleted Flood Vent 12]I*= Yes Y. NA 1.100E 100 4 amsdVeM Moor 01040.521 insulated Flood Vent 12]inO20 Y. Y. NA .100E 100 a 6manVent Meryl$1340-a24 /96qud; Usage Oar Flood Vent 121312D20 Ya ValNIA WA 6 NranVam M570 V"d Viral! Flood Vard 123, 2.2. Yes Yes NIA .100E 100 7 anedVed Model •340-574 1466gaat(Wage Dw Flood Vent lV312020 Yes Y. NIA WA 929 ZM /base/Manufacturer R.Malon 2020 Drexel Metals led carpay: Roding &ecatora t Mew Floating Cranptrem III e k sbco Report from a Florida Registered Architect or. Licensed FbNa Pala -alone Enamel, fktL*DiftgwADe ,� j P.adrat Medd. RwRp.r s fume 1 caress/ Metal RooTg systems Leda ZM version ace R.vlllem 2020 ThrtM-Tru CIXponuon cooll E.unor poora SufC.rp.ry: Swinging E.1lenor Goa A . 61.. C."14- a Named: Evalu.Ilen Report some Florida ReyMeredArchitect a e Lim sod Flag* Professional Enynea Olaf Prodxt Model. Number or /same 1 a. Th.-.Tru Rb.rClw. and Smooth -Ste, 2 b. Themht•R. Rbar-Clank and &n olh-Star 3 i 7h m 7nr Fber-ClaMIe and 3nom-9.r 4 d. Th.mle-Tru Fiber -Classic and 3modn-Star 5 a. Thera-Tru Rbe Clsssic and 9nnoom-leer 6 f Th-T. Flbw-Clo", and 6m.0,9er 7 g Themes-Tru Rbar-Cloak and 6mwm4k.r a h. Thanes -Thu Fear -Classic and Snmdhfllar 9 i. Theme-Tru Fiber -Classic end Smooth -Star Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application 00011 pop I ell 1014,11101 sum ort contw a ile.rae Vrlddad w �.a 1tuoSmw.d AtIIndo Personal � ■ n Jam Shumow Zachary R. Press Looks Bowden P.E OMWN20 08MDM20 08202020 iQn YW20 Approved (a0'2i 303-1511 P674021 (334)30D.18DO phanMQaermet.com amiaLAmEm AsmovadforUse, Aloweviedforifts, leoset Titan Product tweed EmlrMlan oar Inw4fu CL stet Fromm DMC 1 WN3, DMC 1508e, DMC 17W DMC 200e, 12,312025 Yes No NA .oklao DMC 5V Florida Deportment of Business Is Professional Regulation pop d3 Building Codes and Standards 1n2¢l Product Approval Application Detail lr&v 9r ➢ILL gut Dab tWflm An Gael 10 1 W01,12vd=M aoimlflo PIC AooaYr halLsd aria at." Jasper" Lyndon F. SCAmIOt P.E. Ryan J. Xing, P.E. 0723=20 070122D20 0VM020 10/13=20 Appr-d 1800)843-7e28 PE-434M 413p767A55a -IMPWW.QthWWthat 0e M y,g 9uWrAaM me CDY/rset aanlralon Daa Amoaed for Use rl.HVKZ Aporrad for Use gagyde NvNZ bAld Inn" 20M IKtlsure. p Mdeninal 860111 aqud; lmpeaagua: Opaque 12/312021 No Yes Yes WA Complete Edo* Fbrglass oriole Dow linsWaglcourewno: X Configuration) fewnuitSIL 39:6 aqua, Imad4quGt Opows 122W/M21 No Yes Yes WA Cornp-kit Edg. Fbardi a. angle Door with "Moo) Onowriga7ulewlng• XO. OX a OXO coneouraflonq Nanh.l O&SM6 aqud; Impad64ud. Opaque 12,312021 No Yea Y. WA Comp.M. Edge Fborgl.a. Doubt. Door with or wlihart 811doeleo01.w1n9[2uNw,1ng X%a OXXO camguaflans) Normal 86e39;0 aqud; Impaaagud; Obequa 12/31F2021 No Y. Yet N/A Corposte Edge Fbrgass gripe Door "rswitero.-Mr,: X-ogprob.) "cont .1 as ;o Aqud;lmpoddqud; Opaque 12f3i2021 No Yes Y. WA Compoeoe Edge Fbrysit Single Dos will 9We111te(al (Inssngoutowing; XO. OX a OXO cenfiguntions) Nonria16,030,06qud.lmad4quot.0paqu. 12A12021 No Y. Yes WA Compoite Eta Fbrglost Double Door won or withal 9ldenos (hswhMW Nwrig XX or OXXO mrflgurations) Nominal luuoo;44quptlmpod4qud; Glued 127312021 No Y. Y. WA Composite Edge Fbargl... Bungle Door nnswnlFautswh0; X ccnfiguaton) Nameal 5114139;6 aqud;Impadbgnot. Glued 12mirml No Yes Y. WA Canpa.t. Edo. Fberglan engM Door Man sldesle(.) OnavhpNulswing XO. OX a OXO whilounbers) Nom".1 WA30:5 lqudlmpacuouct. Glued 12/31FM21 No Yes Yes WA Canporte Edge Fiberglass Double Door wry a wanwt $ideals lhswinVoytewing XX or OXXO '-fig.nflon.) 2mb AUWAM Anceread foor U Approved Ter Uu xma aalm Mf MAKaLmm aged mmkilaa lrA,,d Cinnag0Dgtla IIL= outlets HVNZ Odragt tYmlln 12 I. Thema-Tru FbenGoado and Smodh-Scar Hwnk1.l$ 39;0 aqudlmpactiqud; Glazed 12012021 No Yea Yes NA Complete Up Fbdye. Double Ow with or v,v,.t Saea. (nswngwNv4n96 XX a OXXO configurations) mm � Mantdww,r R414alon ZD20 POTlndu.H. Cd.as7. I.W. Does 6ubcdogsry: 91dng ErtMer Door Assembles C.mpllo" 00hod: CWW ageh Meal w using t,l OM$ Pred� Yrd.L lamhr r ism. g 9065670(LAmge Aasdl. inspect) Fonds Deportment of Buelne•6 sir Professional Regulation Building Codes and Standards Product Approval Application Dealt ►n.I of 11 Clear or Liu am aabmm no Carted ALram! 3hImlLLda( YIgda" OSOmBId 2CGdgoaYtl Approved flora Jan. R...ad Mo.*Ded. BCCO -CER Mar.D.oe BCCO-VAL 11/194420 1043115020 1124rN20 AWO" (941) 48"100 (7a8) 315.2990 JrpaovaMQpohnou.16a .c an Agents" for Use AboraoadfrlHs WAK 22dw 6a01rLgtltdla610D S'aglar.fd.lraggoats in kVki 2MWd I k= atimm Botaafa Vryl Sklar; Glass Dos 04N4=1 Yes Yes Y. WA February 12, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please prontiide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a CategoryiSubcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS 9FL20461.1 A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underia ment FL12328 NIA 10/1812021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dsrall p4a l a] 11"M cm Inv a an get oat standing Lai AN ymw JIYofmo= Go= End- &Lk- validated lb Zug= ate lA A-val ANNUM a" Revision 2020 Yhrmn-Tru CorporWon atow. Jospraon Lyndon F� Samq,P.E Ryan J. King, P.E. 07232020 07/12/2020 OT&WO20 1M&W24 Apprond Cdegay: 6.tane Door ISDO) 043.7628 PE-43409 013) 787-0655 IIubCtaapoy: sAnsug anarwr Oer Asearrhow. sluproonQthe mstru.c0 Campllahpe Ndi Naluslim Raped tom a m Florida Registered Architect or a Licensed Floods PrdmWW Engineer Quality Assurance Aperoved fee U. Anomosd for Um ININU elan llai s I Will! amadixYtii Rem*lm tf6l 1 a Thrnnt7ru RberClsusc arid i9madn-star NmMnr 66838:e squd;tnWdaVJo[ Opaque +33112021 vM r•e Yes WA Composite Edge Flbape" 61000 Door (MMnoto nswing; X conlguredw 2 b.The-Tru RbarCIwswgandamoth-star Nominal 841436;86wd;tnpsd ual, Opaque /2WP2021 Yea Yes Yee WA Caltpodo Edge Rbergkn 9nglo Dow with 9wws) IIMWingodeWng: 90. OX a OXO canfigurrional 3 c. Therms-Tru Fber•Gesic and S o th-Slor Norranal 8669g:8 6quct:bnod4qud Opaque im,112021 Yee Yea Yes WA Conpoeo Edge Flboroom Double Door wet/ or without Stettin (Ins inglOueWna; XX IX OXXO conagurdlonal 4 aTnerma-TN Rber.Clesale aru78meah-91ar NanYnd gBa;Md Bqud:tlpadequd; Opaple 17r31/1021 Yaf YM Yas WA Coposita Edge Flbs,alo. single Dos (hswlne/OuNwlna; X con/qursoon) 5 e.Therms-Tru RperClmslc and Smodh•aMr NoMna geaeW98qud;tnpedWed; Opaque I2/31R021 Yn Yes Yes WA Co npo l", Edpe FlbOrglees 61000 Door with Maw.) r,ImNng00insi gl; XO. OX or OXO a f Thermis•TN FlberClessIc end Smact -eur Nominal 8"39S0 aglocli mpecl6qud Opaque 120312021 Yes Yes Yes WA Composite Edge Fiberglan Double Dos wdh or wheat Sldeltes (InmMgrOut wo.ii; XX a OXXO e01111purelal14 7 0, ThImaTru FiberQagcand3modn-gW No"nr estu.6eWa:tRraasqud assured 1205V2021 Yes yea Yes wA Cambodia Fie Flberyass single Door (InaWngK)ubwleg: X canl9undon) 6 h. Thelma-Tru Rbot•Ctauso and Smact SMr No"" 6aa3g;8 aquq;tllpadAWd Glared 1201R021 Yes Yes Yea WA Compale, Edge Fiberglass simple Oda with adallrs) (Inewlnpouaw ire; XO. OX a OXO configurations) 9 I, Tnalme:Tru FbemClesNc and t2mmh.etr Nomnal 6&4%:e aqud;MyMaequd Glered 17/312021 Yes Yes Yes WA Gsmposita FAge Flbrgla. Douhl. Des with or wtnaut 67tldtas (Ins%inglOulwor e; XX a OXXO aellpualons) . 10 I. Theme-Tru Fill -4YNwe and BmoolRalY Nominal a61r399 "cl; pd6qud Glazed 12MI12021 Yes Yes Y- WA Composite Edo. Foargle« aa glop. D (vi"nww9wllp; X oanlpmoh) I L. Thcma-Tru Fber-esprit and SmoaMSMr NamVnM 84036A 6qua;hped6prof Gained 1201/2021 You, Yea Yq WA Comigo/lle Edge Flbergll.6lnye Door will aldell (s)(II1MngouaWns: XO. OX or OXO conwrotlonq 12 I. Therms-TTu Fibe 04%slc and Smooth-Str Nominal Da1t11,11:06qua knoaclaquOt owed 120117021 Yes Yes Yes WA Cmposte Edge Fiberglass Double Dw ft a with out 3daltes IlnaMnyausw n9; XX a OXXO "filpi alone) 13 m. Th.rm.-TM Fiber-D-atc and S..M. a.r Nominal eaJX19A 6qud:"daglot Opequ. 12A177021 Yes Yes Yes WA Composite Edge Flberyo. tang• Doer In aqud;N-'mpaddquA stdrka(e) (hsnnaouuwing; XO, OX a OXO conlgpations) 14 n. Thsmq-Thu Rher-CIMSIe arM BMooM.afer Namnd 680M:66Wd;ar d&W &Opaque i2al/2021 Y. Yes Yes WA CalpoMte Edon Rbsr{psa Double Door with aa:Nah-ImpacAqud Sldsltas OnsMng/Outwing: qu OXXO configuration 1 15 aThemp-Tea FlbsrG.W. and smacV-St.r Norm 111"Wo 6Wa;Mlplae,Wd opaque lmi/2021 Yp r- Y. WA Compoh@o Edge Mborgla.s Single Doer whh aqud:Nontrig eoftat 9dalwal (1m6Mn0(0uawly. X0, OX a 0- conrguredoa) le P. ThermT �u Rb. Cl.Wc arc emlom44ter N nNnr aaa%ABqua:hpd8qud; opaque 12012021 Yae Yes Yes WA Campold. Edge Fibargless D b10 Goa won 6qud;61aHmpaddquot 31dat- OnswinglOu(w(na: OXXO conagur.ton) 17 qTh.-Tru Rbar-Clwwue dSmoan-War NaNnd 66636A iqua:Non-ImpeW.wd: Opaque 12/312021 Y. Y. No WA Composite Floe Fitn"s, 3nys Door (riswMgoutswice:.A congpingon) 1s r. ThrmFTa Few-Clsnla and amodh-Mar Nominal 56039;8 Lqud;No Impaouqud; Opaque 12312021 Yes Y. No WA Co mpoWa Fads. Fiberglass Slaps Door win 9delte(t) (In6wingoUOwing; XO. OX a OXO conOgursolonsi is .. Th.mrs n Fiber-Clswc and Smacoh-Sbr Nanlnel e6039A 8pua;NSFlmpaa6qua: Opaque, 12/312021 Yes Yes No WA Compoot. Edge Flborgla. D.W. Does with or With our 9dlit" Onvonwoulmno: )Xor OXXO cC08gurallonel 70 t Th.ma•Tru Fiber aossle an 31oor-8br Nominal aa".o & ucI;Novlmp.daqud; opaque 12/312021 Yes Yes No WA s G Canbcs t. Edge Flb.rglan stairs (iawingoutswlrg; X conlgu aflon) 21 u.Tha 7m Rbe-low4c end am000n-8Mr Nominal 611,039'A 6quq:Nan-Imp.c4qud: Opaque 12,31/2021 Yes Ves No WA Campole Edge Rbary.. pry. Door with 3delhas) 0mawingiOulsaanp; XO, OX a OXO oon110urMons) 22 v. Theme-Tru Fber-Clause and SmodMSMr NA 8l8638;ti 6qua:Non-Impootaquot: 004400 12512021 yes Yes No WA Calpoate Edge Flbr(ptes Double Door WIM or whh out aMeRes (Inswingrounswing; XX a OXXO <anguralons) 23 w. Thane -I'm Rbo-Clesdc end SmmMeter Nominal $$#N O ag ot;Nm Impaaaqud: Clwd 12312021 Yes Yes No WA Composers "a r0orgleas 9nye o- f htwir, ouswmg; X 1.111wraaaN 24 x. Thorha-Tru FWr-CYaswo and 6moolRs(p Nonanr 864139:6 agaot;Ncr•Irpaa&wct; Olaxod 12131/20ZI Yes Ya No WA Composite Edae Flbay.-Mnye Door wen soaps/.) (hirwinplOuNNonp; XO. OX or OXO conaaurdions) 26 y. Thames -TN Floor-Clasgo and Smooth-8tor Normal 661109;64,gua;Na1•Impea64a; Glared IV 2021 Yee Yee No WA Cenpowte Edge Flbrobso Double Door with or without Mdotos mewnerOdawina; XX or OXXO configurational 20 2. Therms-Tru FIbM-Cla/de and Smoot!-snr Nominal OWN.,) 6Qta:14wWroopaa6pla; Olwd 12012021 Yee Yes No WA Compost. "a RbrgMes Single Door (risdngrodawlos: X tmlfur4eon3 77 mthema-Tru FborClasre and SmooanSMr Nwnllal 6683/A&W01:14M•Impadaqua: Glazed 121312021 Yes Yes No WA Composite Edge Fiberglass Mmye Dow with stdreats) mmwlrmg,outewng: XO. OX or OXO aorfiev ation.) 28 alb. Themm-Tru FberCl.sale and8nedn.&er Nominal 88a39p6qua1;NorImp/daqud:Cneed 12012021 Yes Y. No WA Carpoulte Epa Flbegles, Double Dos with or wthsu Noalites tlnowlny0u.w1n0: XX or OXXO amnountiono) Go& in S(rolan aaadlTaWm RoMsiil 21120 Tharna-Tr.0 rper4llen Carlow E.W. Door. "t:saaguy: ewnareg Edon. Does A-1,164a0 CarplMw Malhod Evaluation Report tan a Ratio Regidwi d An piled ors. Used Fiends Professional e4re. 1 a Theafa•Tru Faer-Cbaalc snd t)lladlh•8Mr Ga01 ilea vrnlm amour m ReAwm 2020 MVAndews.nd Ows Celliew Exwt. Doan "C.tpory: 91dn9 Eateries One AsserbYs CoeralNmce NOMOlt EwNaton Report Item ■ floods Reglatead Architect or. U-sed Raids. Professional Engine. INA ULKJWM 1 3ERIE9420 ALUMINUM WD 2 SERIES 420ALUMINUM Son 3 SERIES 420 ALUMINUM SGO RENFORCED 4 SERIES 420ALVMINUM SOD REINFORCED 5 SERIES 420 ALUMINUM SW REINFORCED Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Pose 1 ar2 liml Foray g A" gas Q"bmsm a" condatt End -A Llamt Vdddae IN Vdkk dad IBmontud rFFF Appraised arts Maio.leop.- Lyndon F. Schmidt. P.E. Ryon J. Mrs. P.E. 10113/M20 071122020 07.MO20 10/13Q020 AW"d (000)043.7624 PE-43409 (813)797-MS sp.Drea1Q01rmaW.Co m QMOUARWAM eaoannrarLas Aman0.0aJN /resat Rom E 2&A29w tlaa Gaamm Imfuldmgrt 1, KvWr awim n slitam P12Nua Nominr66Y38:e 6quetNon•Impaa6p.)q: Opaque 12/312021 No Yes No NIA Composite Edge Fiberglass Single Dow Onawingrouteaing; X oonflpuredan) Florida Department of Business & Profewional Regulation Budding Codes and Sto tdalds Product Approval Application Detail fear.& contiact asall Luis Retsul. tom.. (717)365.3300 PE-62614 bNarigrQmMM.oan SERIES 420 ALUMINUM 300 OXO 1453N6quoLxM&oud: NON -REINFORCED SERIES 420 ALUMINUM SOD OX. XO, XX 968,ghd;za08quat NOPFREINFORCEO SERIES 42C ALUMINUM SGD REINFORCED OXO 145-Y46quctx8Wud; SERIFS 420 ALUMINUMSOD REINFORCED OX XO. XX 9%quot:x9"quot: SERIES 42C ALUMINVM SOD REINFORCED XXX 1436q•d:XW&WO; 9�mn�M N PE (717) 317-8454 Per on ta=l all 2da nalm" am YsfOrd fled faCrF AasalaJl adta 101002020 1=62020 10/10r1020 12MS 020 Appr-d &rota d -at ad, 12012024 AMMOdraru.e Allim No A guirdtlOdli Yee IMMM it9wa I No 20m l arm WA 12512024 Me Yu No NA 121312024 No Yn No WA 12/3112024 No Yes No NIA 12/312924 No Yu No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ►er* 1 rf 2 Imml Gael OmCiL Lila rota grlLBadm aLL MUM. ywww 1tilaitiou t Carted madam &ylggJrg Vdlrtrad gat 99mm Metal FSC Amroed Approved am& Review 2020 Ways►Oolon,. division ofOverhead Door Ow/yna Kord.h John a, Sales Jeff ay P. Ancescn. P.E. 10/12/2020 DWZW 020 lOrMO20 12fi62020 Appro+M Corporation (33017634121 PE-61737 (904) 821.8200 ca4.gay: Exwler Doors dkemisomwayne-daflon.c YubCd•9ory: Seraonal Gxtrler Door Assemblies con Cerrlpllarsce Method: Mlualgn Report mom a Funds Roglotered Architect a a Umsed Florida 111 auke?f,Rl" Prw4stlond Engine Ota! mum Gsrtcit DPKTIWW ggggd„Ag A AgOLMMdra Uea >:gaf.�latimatt dnnmt .gluemint kom sammsa 21" Pressure 3 8000y6100/a200 Y1105 96039; M-elft. 74Ls36; Mew heigid daring 1213irm0 No Yee Yes -31.00f35.00 available in tap a iou aladire section 10 6000/010"20091123 111909, Mae VIM. 146#39. Max holght. 01 Ono 12/312023 Fb Yes Yes +30,001-33,40 available In top a Intermediate todlon. -6-0 CD CD i � N -Cu O U 2 Q O -a O .� CU U -0 CU �.• 1 ^^1- Cn - C Ca 0 c .00U CO O CU 5 CO O CU . ♦� vI _ 'L7 E O CU Q � I- C) M -C Cl) Q Q Z Z W J Cn (3D E'aillieseall, v / CU O C Claw O Ir C0 cm) ICU M O s_ w� z J z Q J SHEET NO. 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CM.pay: EMMa Doe! euuCrtl•poM EaMa Doe Calnoorwnte CealplMnx MINOR CY11MCatlM Mldl d Laatp Tom Wettay UL LLC Trey renop, P.E. {B4t7 e8/-2813 (85+) u47•DB80 t .r an •extol .co eeayQ oy m t2nO110]a tmtno2D t2Qt/7tl20 Apprdlwd ReulNon 2020 AR eytndowe anO Dow Crop•ry: pandews B ah .hZ eHun tIOC tlo7 Iql 0 Carrpprta• Meamd: CerN3oeten Me* r LveenD Brant Sallpa American Arclldeduhl st•ven M. UndI. PE 171 tJ 70p-93q0 LMnuhcNaro Aexdetlwl f1171917-0Iit Du QirN tANUWMUKJJU retln wtl.eom 11n7/2D20 itn7/2p20 11/2772020 Appte't'd Arttl+IMlan 2020 PGTInAletrbt Cd•pry; yMnpmve. tWlCehpaly: 9nda Hung Compuanae Method: Carllixpon M.n a LNNntl Jane RaaveNd IAuM-tMtlt BCCO-CER MbmFO•de aCCO•VAL (O�t1)48&0100 t76�Jie-2e80 IrwaerYQpqunduareaa � 1UtJ02020 ttp6l1020 11/11/3020 AppoWd Rsdrm 2020 MI YAnp0u7 sod 0DOn Cehpry: NTdmw• MaCr•WM. HOreaKAl Bpdr Co1rplMna• MIeIOR Crlllbeuon rAvm a Latlrly 9eM ®lllber American NCnkMu1'el eleven hit UfIdL PE 1T+713p7.37W NbnugENlrs As+aehdlw (717)1171N91 bNan m OuQ Aed.corrl 1fD0Y2020 1bON1020 70/18R020 Ppl>•elAAwl JiflrW'diYl'.fa AmraeMfxthe IMaptt Halm . flat � 16111tlii pYtYrYb1Qli EtaaYr! t +,My4—+���� as Let $a0rt�rlaa fY>l�aatlrt AmrnleMrr Uat Antramad to Use 1LLlllltli nptral:mmit JJ)� tlllWrd )� e■ln Z 185 aH e2x72 FMklrlpt Fnml IGRG Bntb Hung 10/Oel2023 leminNMGbee NO Vee Nn +BW-60 D!4! alML.ell}mr 9naulLLilMlgtivnnrl iaatlm>¢ur eEatatuatriJloa l3MYtlt pWiaptllQfi tawlY asMMapt ILYoo !tl■ln Latl 9lWmr.eaumDa tJmrtpomreo �duatitrtpttrtnMe AenrovWt We )�ewdirllp lo.tllCli Imau alMtlaR plltlm ColMln 1 e0T. 707, 727, 747. 757, 777, and 817 enpb erd Pete d Flurl. Gleaed, and Louvu•tl anOM and pain a 12fJ1Q02] Yea Year Yes WA 2 aH9900 (larye ieer•1np•d) VYIy18Ayle Wnp WIMar 071307Jo79. Yee Vee Yx WA 1 H91aa fln and Flerlrr frurle YJx82lnwbled d•x 02/1e/2021 No Yea No •9b-e9 Dtla9 hdlw metal tlwr7. Flodde Departmem of Business 8 Professional Regulation tape 1 a2 Florida Department 0l Business i Profesebnel Regulation P.pA, d l Floflda Deprtrnern d Business & professional Regulation ►.p.+ at Florida Department Of BLrolneea i professional RepuMtlon ►•p• 1 d, BliWnp Codes and Standards tsrzDz+ Building Coda aril Standards ta12071 BWkfnp Codas and ShrNlards 1wrMli Building Codes and Standards lerzozl Product Approval AppNcetlon Detail Product Approval Application Dehtl Product Approval Application Detail Product Approval Application Dehll �. Seat ldulm 1polmpWtaL 1r43 f�l� a00Det[:i.LM�I IrlalYa! na! isap OMttpodm Yltlarla atominla t,GlaausY Are !a®!sa ttrllt Baal IYse YfQlaa tYDtdtaWtaG Ltaltat 1pd0it BDpilterilllp�s YIIIatW.®L ass ➢Its nph:Plodpr � �aID4Ti !1S'eSWLtatpl � da�n4 11mB rrap was YJt� Ma7lts�t�t tlotlhcot Osp{it ende.raLlxx. lrlrat0a�( pre nua YpWMp� 4Y1�ffi 1Lta.CID@Da nett IJLd■Lv7Ml daat¢� ItLM se■ � YldB4 1f101optlitat laouocac fADta(l �ItltIILIBaON llilWgfa:lL pal ppts pltaLlo@m �W !� liGdgatit0l me lOgPlr4 list! R•ralen 2020 eM WlnOaws entl Doan p1lpaY. Wnedwe t1OCJrlpery: Ifitltl Compliance; rerooti CeNaeatlon WAt a Listing eruct 9Nlnpr AmatlwnArMl•renl Steven M. Unm, PB t7+719ee•3700 Menurelurue AerocMlw (717)3774191 bptlnpef@mh!tl.aan 11Q712010 I1220020 11l1aR020 Approved rVarly)� 2020 POT InWeblx a•e•rY'YNntl•wa ereer.pery: Fired IIMIc•MYNotl: CeMatlx AYM a thtln C•^V q Jana leae0lertl Mert40etle BCCD-CER MembO•tla aCCD-VAL (y11)1560100 (7e6)315.25% IraeuehQpDlndl oao om 11A572020 11g5rl02d 11A 1IL010 ApprMd Revision 2020 MlWbdavl end Dean (Yhgaey: +NYdeaa p'+rC•+•0eM Muaene eattplmx MYttoe: FnMMlan Rlpan pan • Brent 9lt/npr WItRLa'nx.PE M•wnM Union. P6 (717) 3%•3]00 PE•/t61/ (717)3174451 tMMNpIrQmMd.edm fOAB/M20 10A)NJ02y 10/ipP1020 12l1572020 Approved A11hrWbn 1020 PDTmWrrbe GetaeeY: Wlndorw eV1CrIpoK• wnans carpllonea Mrlratl: Cuatexen 11•rk a lJpnp Jane Rotawdu M•Re•dIM aCCO•CER MgM�D•de pICCO-VAl (Nt)19e0f00 (7eM 3/S-i9p0 IraonM@pptlrldnale•e Crrl 11pe/2020 1ib5J•1020 11n1/2020 ApprO.•d flerkN Aplehnd NehltolraLartted Florida Prot�xialN 6+' er � � .. _...... _ - Lea R••tllKt YodY. Nanerareml hostile! onaka 0 � a00f:lllp In H" outside him Ilt■@ol 1SSBa[! ftk,4 Model. listener, or a,— product Illessirrind- A ��Ile. Aee>AA a Row" La! Product Illodall. NLdibmw Marks pkWlWaWtt>IBta hlraat.tlfatlrl■ Syrirar 6rautl�t AaErapaatteYa ApBrmutllr.Yla llllttlli oubm 1➢ta 1taMent parAD !!aW[i 1 189 P1kr 73. 721noulshd Clxt Oa09Q02e No Vx M •60/-00 5 PW9920 (Lvpl MMNb Impaat) VIrb1 Pnlyd LMnaow OIA02025 Yee Yes YIs N/A LQa see„n rear. ---Me— — $ tll�Ya � 18lWal.tlNli m� tlaWi■t � 1'7aWLL 1 MuawefarNl Douro xtlWlndowt m Mature 06/261t028 Aluminum YIa Yee Yet WA 2 978/ Vertical Alumhum MuRw 13'31/202a No Yea YaI WA Florida DapaftmsM of Business i Prdtlplonel Regulation Pane / a1 Florida Department of Business 6 Professional Regulation Ripe t a1 Florida DBlwtlmenl of Business i Professional ReguMfbn Pop / a2 Flotlde Department of Business i Professional Regulation Pep• 1 d1 Building Codas and Standards larmz+ Btgdrtp Codes and Standards, 1erJm, Building Coda and Standards fet/�1 BUMlnp Codes and Standards ta/zoz+ Product Approval Application Detail Product Approval Application Dehll Product Approval Application Detail Product Approval Application Retell Sra+M tlptlrsp me tall nreLMlm prl seep Lmst Qptp J7lte lace.eMMm � seaat ago w pu pots poM.emglDa putt lilap tlp@r.a nrl 18LL lam .pre lYrr YrMaD LloliOpWa[ f� t;DolnaCiliraps YIIGBMa,I Ylgtlt6ltl itOmlLa FlG:lmmtul aaplM1la LOLL 1paB YBMIm @1011dpLI0l fAoiprd EDdDtaGLLksms 7tllatlW.it ldagllW LIM91{tMl EiGAtatalal Etatnna lrlr � Y� Wneehehtrr lfgl(pr arKlMwauew. wlYr•ar yq(J� alunew FaCAmlrwr pAorwAd JJJSl9r ]ya YldOa 1OL iAaltll tl0limrillraoa 11llLllalk YalarW Lam. FMC Ammons da®lW WWl R•N•bn 1020 Jrnx tYmh rlgnp ProGYIa Inc. Cexpry: Panel Wells Chad gagt V, MtlwW Tan Jahn 9tlurerd. P.E. (pOp)eb-0350 PCp1ep2 (]321 ]67.2028 01/DY1071 1717/R020 01AelJ021 frp HC Apa� RM•Mxl 3020 AYide p7epay: Penh Wa11 Nick Thompson Lyndw F. 3dmidl, P.E. R)ttl J. King. P.E. (AO)eT3.2%9 P613408 fp1])767Jt339 tORaTJDiO 1012pR020 17,O7JJ02a 17JI9/7020 Approved Barron 2020 GAF Cet•aary: Rllolnt MlonYl epin Robert Weminan Jean W. KnezeNN, PE IW0)7B8.5171 PE-0B7e8 /8511777-0721 DIV28l1010 pt)rz1/202a 1GD21'J02o 12AS20A Approved Rerdat 2920 7AMK0 r1d10y Rodurn LLC php0ly: ROOFp KerN Epop Rahn NlerttlrYfl Jd10 W. IVlatvlah, PE t+1718N-0BI+ PE00tBe (BSI)7R•a221 10/OM2o20 062erJ020 tOn2l2d20 17/19/202D Approved rOt:M•pOIY rldny cAaa.tlbrdl•Qlom•ulyd MebCtlptlry: adno nmantwatQotdae mn ttMCWpOry: Alphet 9binpba matMQpa.00m tta4tlpary: UMMeyrreno krl+_tlenQlernko,mn ComplMtw McNoa EtwYepan Report tame •ten t`,orrlpllenp MNhoG Ewlutlat Repon Pant C•rrVlirAw Ydtod: Evdurian Report from • compliance MrNOQ Eve4epen Report pan a F10Mo RpMentl MtlIMaN art Lleul•W Flatar Florida Royohne AMHxI are Ueule•e Flaritle Flaeda Ragbhwtl Ntllihot a • Uanead Florida Flalkle RerNhntl AttllNxt a • Uant•tl O O i � O t`Cl) L C N ICL O LO C CU -0 CL •� � N O C O _ e tLeee It.. V/ O LL E 2 C .a- Q .6 ._ U Q ■ _ 0 c� 0 W ee� O Q U O v, U m w a Z Z ICU a CL a SHEET N0. PA 1,1 Florida Department of Business i professional ReJlltlalJon Page 1 a1 Florida Department of Business, i Professional Regulation Pps 1 az Florida Department at BuslReaa i professional Regulation Rpe1 a 1 Florida Department d Business i professional Regulati FPAKOM for Ulm mi Clarence! MDN*auw product thmorbeflort l CUtieDCillaarY• ROMny Aaoxoalx puI we N IMnpfN FOR are Rowing System Imepfel Pan atl+e Roper ParGWM CD MIA t firm Roo/np System rClaims oIIb-&nekton: CA 12131R020 NO yet rU) ofessional Regulation ApprICU finds, W oval Application CU alternative L tROD r �.._. ,,.���sr,.•..=-=::j,.: �. -.... ..,..,a. _. :1 :L .IALK:":., _ 1� _ILL.,�,L.,IW Simpson Strong -Tie 20M FBC Approved Products Updated 12r4N2020 For drool Ina to all 98T approvals listed below, CLICK HERE For addtlorod Information regarding Floods's Statewide Product Approval System and Mam-Dade County Notice of Aacepince (NOA). CUCK U91 FLN2385-R7 8aa i Produet Modal. Number or Noma Product Description 1 Then Stainless Steel Concrete 41 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw FL#958a-RB Product Model. Num bar or Name Piraduct Description 1 SD1D112DBB Outdoor Accents Conn eotorScrew 2 SD9112, SD9212, SD10112, SDIO212 Strong -Drive SO Connector Screw 3 SD9112SS, SDQ212SS Strong -Drive SO Connector SS Screw 4 SDCF22434. SDCF22512, SDCF22814, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271968, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912. Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SOCP271400 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SOS25112: SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SIDS Heavy -Duty Connector Screw SDS25500,SDS25B00,SDS258M 8 SD62511215S, SDS2821DOW, SDS25212SS, BOS2530OSS SOS25312SS Strong -Delve SDS Heavy -Duty Connector 6S Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw PLO" 0007-R8 AMA Product Modal. Number or Name Product DeacirlWan 1 ATR318, ATRI/Z ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUDB-2, ATUD9, ATUD9.2, ATUDM, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8.2, BP1/2, BPI/2-3, 8P5/8.2, SPUS-3, BP3/4, BP3/4-3, BPRTUD3.4 Bearing Plate$ 4 CNW3/8, CNW1/2, CNW516, CNW314, CNW5/8-1/2, CNW3/4S1B Coupler Nuts 5 CTUD56, CTUD85, CTUD66, CTUD76, CTUD7e, CTU077, CTUDS7, CTUDW CTUD97, Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUO3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDO, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Toke.Up Device 9 TUW36 Take -Up Washer 10 URS3 3/8" Uplift Rod Run Tiedown System 11 URS4 1/2" Uplift Rod RunTledowrl System 12 URS5 5ie" Uplift Rod RunTodown System 13 URSB 3/4" Uplift Rod Run Tiedown System F1.010441-R6 ,O&L& Product Model, Number or NamePmduatDosorlytion 1 DTT2 Hold-down 2 HDC10/4, HDC10122 Hold-down 3 HDO8, HHDQ11, HHD014 Hold-down 4 HOU2, HOU4, HDU5, HDU8, HOW I. HDU14 Hold-down 5 HPA28, HPA35 Strap-sryk purlin anchor 8 1STHD8: LSTHDSRJ Strap.style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap style purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PASS Strap -style purlin anchor 1 D PAI18, PA123: PAI28, PAI35 Strapstyle purlin anchor 11 STHD10, STHDI ORJ Strap-btyle, hold -clown 12 STHO14. STHDI4RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/ OM20 ® Pa (Foal Inks to all SST approvals listed below, CLICK HERE Fa addtional information regarding Flo da's Statewide Product Approval System and Mom -Dads County Notice of Acceptance MCA), LICK HERE, 21 a LB series hangers i Top filing* hangers available in width of 1-0118" and heights ranging from 5-3f8" to 15-1/8", 22 LBAZ series hangars Top flange hangers available In width of 1.9/1 e" and heights ranging from 9.3/16" tD 13.118". 23 LEG3, LEGO, LEG7 corks hangers Top flange hangers available In widthe ranging from 3-1 /4" to 8- 7/8" and heights ranging from 9" in 33-1 r2'. 24 MEGS, MEG7 series hangers Top fange hangers available in widths ranging from 5-114" to 8- 7/8" and heights ranging from 9" to 32.1 /7'. 25 MIT sense hangers Top fledge hangers available In widths ranging from 1-9/18" to 5- 1/8" and heights ranging from 9A14" to 24". 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1.9/te" and heights ranging from 3-3/8" to 7.10'. 27 RR Ridge rafter connector 28 WP series hangers Top filings hangers available in widths ranging from I.911 V'to 7- 1/8" and heights ranging 9.1/4'to 32". FL#40660-R5 aetW Product Modal. Number or Norma 1 ABA44, ABA44R, ABA48, ABA46R, ABA86. ABA86R 2 ABU44, ABU44R, ABU46, ABU481R, ABUS-5, ABU6-6. ABU65, ABU86, ABU86R, ABU88, ABU88R, ASU1010, ABU101OR, ABU1212. ABU1212R 3 ABW44Z, ASW44RZ. ABW46Z, ABW48RZ. ABW66Z, ABW88R2, ASW7.7 4 AC4, AC4R, ACE4, ACS, ACBR, ACES 5 BC4, BC46, BC4R, BCS, BCSR, BCB, BCS2-2/4, BCS2-3/8 8 C844,C64Q CB4$ CB68, CB88 7 CBSQ44-SDS2, CBSQ48-SOS2, CBSQ6S-SDS2, CBS08fi-SDS2, CBSQ88-SDS2 8 OC, ECC, EOCU Series 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series 10 CPT44Z, CPTOOZ, CPTSBZ 11 EPSMA. EPB44, EPB4e, EPB88 12 EPS4Z 13 LCB44, LCBSG 14 LPC4Z,LPCBZ 15 MPB44Z, MPB88Z, MPBeSZ 18 PB44, PB44R, PB48, PBW, P806R 17 PBS44A,PBS48.PBS68 18 PBVG, PBV10 19 PC44-16: PC46-15, PC48-18; PC64-18, PCS5_18, EP044-18, EPC48-15, EPC48.18, EP084-16, EPCSO-16 2D PC4Z, PC4R4 PCW, PCORZ, PCSZ, PCBRZ. EPC4Z, EPC4RZ, EPCeIZ, EPCORZ, EPCBZ, EPC8RZ 21 PPB44-4Z, PPS44-OZ 22 RPBZ FL#10666-R5 JowProduct Model. Numberor Norma 1 FJA, FSA 2 FRFP 3 GH46-6. 01-148.8, GH48-e, GH48.8, GH410.6, GH41". GH66-8, 01466.8, GH68.6, GHBS- 8, GH61 U, 01-1810-8 4 GLB6A, GLWB, 131.135C. GLB51D, GLB7A, GL878, GLB7C, GLB7D 5 GLBT512, OBLT012, GLBT516, GBLT818, GLBT520, GBLTS20 8 HGLBq,HGLBB,HGLBC,HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFPIOSDS3 9 URFP Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Bass Baked column can with W1 ranging from 3.114" to 9-112" and W2 ranging from 3.5/8" to 7-1/2" Screwed column caps with W1 ranging from 3-1/4" to 9.1/7' and W2 ranging Nam 3.51B" to 7.1/2" Concealed Poet Tie Base Embedded Post Base Embedded Post Base Embedded Column Base Light Pat Cap Moment Post Base Embedded Poet Base Embedded Post Base Round Pat Base Post Cap Post Cap Post Base Rebaflt Post Bess Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glusm Bearing Plate Glulam Bearing Plate Heavy Glulem Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie MM FBC Approved Products noFor drset Inks to all 881'approvals listed below, CLICK HOR E For adoitinal Information regarding Florida's StalewUe Product Approval System and Mam-Dade County Updated 12f3d/2020 Natloe dAccaptnce (NON. CUCK NCRe. FL1N0446-R6 JIMA Product Modal. Number orName Product Description 1 A21. A23, A33, A34. A36, A44 Angles 2 APA21, APA4, APAS, APVA21, APVA4, APVAB Outdoor Accents Angles 3 APS44, APB44R, APVBeS, APBSBR, APB88, APB88R, APB1010. APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R,APVSW,APVBS6R,APVBSB,APVB88R,APVB1010,APVE3101OR 4 APDJT24, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R4, APVDJT2.8, Outdoor Accents Dock Joist Ties APVDJT2R-8 5 APHH4e, APHH40R, APHH610, APHH01OR Outdoor Accents Heavy Hanger 8 APL4, APLB, APT4, APTe, APVL4, APVL8, APVT4, APVT8 Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH28, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z,CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 IDS Dry Wall Stop 13 F-C4, FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1. GA2 Gusset Angles 18 H2A, H2.5T, H8, H10A-2, HI OS, H14, HGA10 HurricaneTles 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HHB Header Hangers 19 KBS1Z Knee-Broce,Stsbilizar 20 L30, L50, L70, L9Q Angles 21 LCE4 Port Cap 22 LS30, LS50, LS70, LSQ0 Skowable Angles 23 LSCZ AdjustobleSte irStringer Can nector 24 LSSJ2SLZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1. LSSR2.37, LSSR2.56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, M.242., ML2SZ, ML28Z, ML21OZ Angles 28 MMHS Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLVI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Root Boundary Clips 32 RST-3 Roof Tie -Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tle Connectors 34 STC STCT, OTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Sttffonsr Chips FLA40447-R5 Sea # Product Model. Number or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3; DSC5RSDS3, DSCSL-SDS3 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25M.25, HHRC5.37/3.12, HHRC66 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4,TBE6 10 TC24. TC26, TC28 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, TRA418, THAC418, THA422, THAC422, THA428, THA422-2, THA426.2 12 THAI1,81122, THAl2,06/22, THAI2.1/22, THA1222, THAI322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA28, LTHMA 15 THJM2-4-SDS3, THJM2.5-SOS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products For best Inks to all 88T approval& Noted below, CLICK HERE Fa additional Information regarding Flanders statewide Product Approval System and Malm4)ade County Updated 1213(r1020 Notice or Aacaplance INCA), B)JCK 093 FL#10456-R5 AW Product Model. Number or Name Product Description 1 BT, BTB. STH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS18, CS18, CS20, CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compressionfrension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 Ht, H10A, H25A, H3, He, HIZ, H16, HISS, HIS-2, H16-25 Hurricane Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderT'redown 9 HS24 Hurribana Tie 10 HSS2SDSt5, HSS2.2•SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy TVA& Strap 13 HTSQI SKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Streight Strops 16 LST149, LST173 Straight Straps 17 LTB20, LT840 Bridging IS LTS12, LTS16, LTS18, LTS20 L'ghtTwlstStrap 19 MGT Medium GrderTaclown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA16.. MSTAIS, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps 22 MSTC20, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 23 MSTC48B3,MSTC8883 Pre -Bent Straps 24 MSTI26, MST13e, MSTI48, MSTISO, MST172 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 28 NCA2x10-12, NCA202-12, NCA2x8-1e, NCA2x10-ie, NCA202.18 Bridging 27 RCWB12, RCW614 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SP1, SP2, SP4, SP6, SP8 Saud Plats Tie 31 SPH4, SPHe, SPHB Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4.5 Slud Shoe 33 ST9, ST12, ST78, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST8224, ST6230 Straight Straps 34 T820, 7827, T830, TB38, T942, TB48; TB84, T1366. T880 Tension Bridging 35 TWB10, TWB12, TW814 Wall Bracing 38 VOT, VGTR, VGTL Variable Pitch Girder Tledawn 37 W8108, WB108C, WB12e, W8126C, V6115143C Wall Bracing Product Descrintion 1 CBH2.374.8, 081­12.37x7.63, Cr3H2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF caries hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector ReNerHanger 5 HHGU5.25SDS, HHGU5.50-SDS. HHGU5.82SDS, HHGU7OOSDS, HHGU7.25SDS, LightSlopeab"kewable U Hanger HHGU9.00$DS Truss Bearing Enhancer 6 HHUS20.2, HHUS26.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.50/10, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Adjustable Truss Hanger Sized for Wants Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26.2, HTU28.2, HTU210.2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HU001.81/9-SDS, HUCQ1.81/11SDS, HU00210.2-SDS, HUCO210.3SOS, HUC0310- SDS, HU00410-SDS, HUC0412SDS, HU0Q5 250-SOS, HUCQS 25f11SDS, HUCQ610- SDS, HUC0612-SDS ® Simpson Strong -Tie 2020 FBC Approved Products Updated 1N30/2020 For *act Inks to all SST approval $tied below, CLICK HERE For additional information regarding Flatda's Statewide Product Approval System and Mann -Dade County Notice of Acceptance (NOA), . ei a a s n®ro FLIM1458-RB JW Product Modal. Number or Name Product Doscrlptlon 1 HHUS210-3, HHUS210.4 Joist Hanger 2 HRSB, HRS8, HR812 Strap Ties 3 HUCQ210.2-SDS, HUCQ210-3-SDS, HUC0310-SOS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 TH002-SDS3, TH1303-SDS4.5, THGQH2SDS3, THGQH3-SDS4.5, THGQH4SDS8 Joist Hanger 6 7HGW3-8, THOW3.4, THGW4.3, THGW4.4 Joist Hangar FL411473-R5 )}gig Product Model. Num leer or Norma Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H15, H15S, H18.2, 1-118.23 Hurricane Tie 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Trues Anchor 5 HETALI2, HETALie, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAI6, HHETA20, HHETA24, HHETAQ Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2 5, LGT4-SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 ME7rAl2, METAle, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAWO, MSTCM40, MSTCM60 Step Tle for Masonry 12 MTSM16, MTSM20, HTSM18, HTSN120 Twist Strap for Masonry FLAN 1498-RS AlaProduct Modal. Number or Name Product DesedMion 1 OTT1Z Dock Tension Tie 2 HD12, HD19 Boned Holdowns 3 HD38, HD58, HD78, H09B Ballad Holdowns 4 HTT4, HITS, 1475.3/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13f328-R5 fti Product Nodal. Number or Name Product Description 1 SB5f8x24, SB718x24, SB1x30 SS Anchor Soft 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI SL, SSTB2OL, SSTB24L, SSTB Anchor Boles SSTB28L FLtM3872-R4 a�x Product Model. Number or NA1114, 1 CMST12, CMST14, CMSTCI8, CS14, CS16, CS1S, CS20, CS22 2 HRSB, HRSS, HRS12, FHAS, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI3S, MSTI48, MSTI80, MSTI72, BIMST27, IS/MST37, SIMST48 3 HTS76, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LST173, MSTA9, MSTA112, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9. LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2116, ST2215 8 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTSI2,LTS16,LTS18,LTS20 9 MSTA30, MSTA38, ST0215, ST8224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, ST0238 11 MTS12, MTSIS, MTS18. MTS20, MTS30, MTS24C, MTS30C 12 SI61.56, SIB1.81, SB2.06, SB2.37, S1132.56, S62.68, SIB3.12, S'B3.56, S/B3.62, S/B4.06, SIB4.12, 5/64.28, SB4.75, SW.50 13 SfBA2.12/8, SMA2.12/10, S/BA2.12/12, SBA2.12/14, SBA4.18f8, SBA4.18110, WBA4.1e/12, S/BA4.1eM4 14 S/H1A 15 SIHDBS, S111088, SMDIOS, S/HD10B, S(HD15S, SHD158 16 S/HDU4, SfHDU6, S/HDU9, VHDU11 17 S/JCT, SMJCT Product D"C"Dtlon Coiled Straps Straps 97 mil (12 go) Heavy Twist Straps Straps 43 mil (18 ga) Steps 33 mil ('20 on) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Soaps e8 mil (14 go) Medium Twist Straps Top Flange Jost Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Hoidowna Joist Hangers Product DesCrtatlon Concealed hangers Foos -mount (DU, DHU) and top-flartgo (DUCTF) hangers ovaiable In widths ranging from 1-Wiff'to 34118" and heights ranging from 9.118" to 23-15118". Face -mount hangers Fec i-mount hangers available in widths ranging from 1.5/8" to 7- SM" and heights ranging from 5-5f16" to 12-7/8". Face -mount hangers Face -mount hangers Skewed face -mount hangers available In widths ranging from 3- 1/8" to 5-118" and heights ranging from 44V4" to I&_3v4''. Concealed flange version (HSURC, HSULC) available for ale double 2X snd 4Xmodels; only acute flange to cortoaaled. Foos -mount hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 1/2" and heights rertging from 2.7/8" to 19.114". Concealed flange version (H UC) available for all modes having width equal to or greater then 2-9116". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3W2020 For drool Inks to all SOT approvals listed below, CLICK HERE For additional Information regarding Florida's Stalewtds Product Approval System an Mam-0ads County Notice of Acceptanco (NOA, fill rCK�HFRR, 18 S/LBV1.50, SILBV1.81, SiLBV2.08, SILBV2.37, SILBV2.56, S1LBV2.e8, S/LBV3.12, Top Flange Jost Hangers S/LBV3.56, WLBV3.62, S1LBV4.06. S/LSV4.12, SJLBV4.28, SILBV4.76. S/LBV6.50 19 WLTT20, S/DTT2Z, S/H1T14, H174, HTT5 Holdowns 20 S/MST60, S/MST72 Straps 118 mil (10 ga) 21 SP4, SIPS Stud Plots Ties 22 SSP, DSP, TSP Stud Plata Ties 23 STC, OTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL0113904-RS bag Product Made], Number or Name 1 CCQM3.82-SDSHDO, CCQM4.02-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SDSG, CCTQM4.82SDSG, CCTQM5.50-SDSG, CCCOM3.82SDS01, COCQM4.82-SDSO, CCCQM5.50-SDSG 2 ECCLQM3.62G.KT, ECCLOM4.62G-KT, ECCLQM5.5OG-KT, ECCLLOMD3.62G-KT, ECCLLOMD4.62G-KT, ECCLLOMD5.500-KT, ECCLROMD3.62G-KT, ECCLRQMD4:82G- KT, ECCLRQM05.50G-KT 3 HGUNB.25. HOUM5.50, HGUM7,00, HGUM7.25, HOUM9.00 4 LOUM25.2, LGUM26.3, LGUM26-4, LGUM28.2, LGUM28.3, LGUM28.4. LGUM2I13-2, LGUM210.3, LGUM210-4, LGUM48, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.12/11.25, MBHA3.58/725, MBHA3.56/9.25, MBHA3.56/11.25, MEIHA3.58/11.88, MSHA3.5814, MBHA3.58/10, MBHA3.56JIS, MSHA5.6067.25, MBHA5.50/9.25, MBHA5.SW1.25, MBHA5.50/11.86. MBHA5.50/14. MBHA5.50/18, MBHA5.50118 6 MBHU3,5619.25, MSHU3.56/11.25, MSHU3.56/11.88. MBHU3.56/14, MBHU3.58/16, MBHU3.55/18, MSHU6.50/9.25, M13HU5.50/11.25, MBHU5.60111,89. MBHU550114, MBHU5.50116, MSHU5.50118 FLf613975-RB Segg Pryditnt Model. Number or Name 1 SDW22300, SDW223M, SOW22438, SDW22458, SOW22600, SDW OO, SOW22e38, SOW22834 2 SOM15450, SDWC1soon 3 SDWH19300DB, SDWH19400DB, SDWH1960DDB, SOWHI9800D8, SDWH791000DS 4 SOWH27400G, BOWH27800G, SDWH27OODG, SDWH271ODDG, SOWH2712DOG 5 SDWS16212, SOWS16300, SDWS1631Z SDWS16400 8 SOW31g800, SUWS1971Z SOWS22400.SDWS22500,SOWS22512, SDWS22e00 SDWS22800, SD1MS22900, SOWS221000, SDWS221100. SDWS221200, SOWS221500 7 SDWS2230OD8, SDWS22400DB.. SOWS22500DB. SOWS22eGOD8, SOWS2280008, SDWS-n1000DB 8 SOWS22312DBB, SDWS22512DBB 9 SDWS27300SS, SDWS27400SS, SOWS27500SS, SDW827600S8, SDWS27800SS, SDWS271000SS, SDWS2712008S 10 SDWV13400 11 STN22 FLAI5363-RS J!dlgLfi P[gQuctModel, Number or Name 1 AS 18, AS 18S5; AS 18S0 2 AS 20HS 3 AS-20 4 ASHP Product Dascriptlon Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strang -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong-DriveSDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER-H EX H DO Screw Strong -Drive, SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Strong -Drive SOWS T I MISER Screw (Exterior G rade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex-H9ad Washer Product Descnntion 18 ga. Truss Plates 20 go. High Strength Truss Plate 20 ga. Truss Pinta Hinge Plate Connector FLM5130-R4 ktLf Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GOPS, GW50, GW-76, GW-100, GTH Gas-acNated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, POPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners. threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3.K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor fo,concrete Updated 12AKM20 P p 9 Approved Products ® Simpson Strong -Tie 2020 FBC A For d Wt Inks to all 88T approvals Noted below, CLICK ueec Fa additional IrdOM-4ton regarding Florida's 8tatewlds Product Approval System and Msm-0ed6 County Notice of Abaptance INCA). CL.'CK HwRR. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8'to 3. 9/18" and heights ranging from 4.5116" to 11". Concealed flange version (HUSC) available for modes having width equal to or greater than 3.9/16". 12 IUS series hangers Faoamount hangers available in wicithe ranging from 1.7/6" to 3- 518" and heights ranging from 9.1/4" to 16'. 13 LOU3.25-SOS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers 14 W24, LU25, LU28, LU210 Face -mount hangers 15 LUC26Z, LU02107 Face -mount hangers 16 LUS series hangers Face -mount hangers avaiable in widths ranging from 1-9116" to 4- 518" and heights ranging from 3" to 10-15116'. 17 MGU3.63-5DS, MGU5.25-SIDS, MGU5.50-SD6, MGU6.e2-SDS, MGU7.00-SDS Face -mount hangers 18 MIU sense hangers Face -mount hangers available In widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 6-151le"to 19-10. 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from 1- 9/1S" to 3.9/16" and heights ranging tom 3-111 W to 13-3/4". Conceaied flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange Is concealed. 21 U series hangers Face -mount hangers available In widths ranging from 1-9/18" to Wand heights ranging from 2•S/8" to 11.114". FL1f10667-RB a Product Model. Numheror Name Product Description 1 BA series hangers Top flange hangers available In widths ranging from 1.9/16m 7- 1/8" and heights ranging from 7-118" to 30". 2 DGBF series hangers Top flange hangers available In widths ranging from 3.6/6" to 7- 1/8" and heights ranging from 9-11*'to 24": 3 DGF series hangers Top fangs, hangers available in widths ranging from 1-V7'to 3- W13" and heights ranging from 7-114" to 24". 4 DGHF souse hangers Top fledge hangers available in widths ranging from 1-314" to 3. We" and heights ranging from 9.1 /C to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 718" and heights ranging from 11"to 32-1/7', 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7. 1/4" and heights ranging from 11-1/4" to 37'. 7 GLS sales hangers Saddle hangers available in widths ranging from 3-1W'to 6-7/8" and heights ranging from 8-112" to 28". 8 GLTV series hangars Top flange hangers available in widths ranging from 3-1 X' to 7- 1/8" and heights ranging from 11"to 37'. 9 HB series hangers Top flange hangers available In widths ranging from 1-9116" to 7- 1/2" add heights ranging from 8" to 37'. 10 HGLS sones hangers Saddle hangers available in widths ranging from 5-114" to 8-718" and heights ranging from 10-1/7' to 281. 11 HGLT series hangers Top flange hangers available In widths ranging from 31X'to 8- 7/8" and heights ranging from 7-1/7'to 37'. 12 HGLTV series hangers Topflange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from I CID 33' 13 HIT aeries hangers Top flange hangers available in widths ranging from 2.511V'10 3- 9/18" and heights ranging from 18" to 21T'. 14 HUSTF series hangers Top flangejoist hangers available in vvidtFb ranging from 3.1/8"to 3-9/1Wand heights ranging from 5.3I8" to 134/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1.9/1el" to 5. 1/2" and heights ranging from 3.7/18" to 15". Concealed flange version (HUCTF) available for all modes having wid8t equal to or greater than 2-9/16": 16 HWP series hangers Top flange hangers available in widths ranging from 1-0/16" to 7- 1/8" and heights ranging from 5.3tW to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1f2" and heights ranging from 5.318" tc 37'. 18 ITS series hangers Top flange hangers available In widths ranging from 1-9/16" to 3- We" and heights ranging from 9.118" to 16'. 19 JIS series hangers Top flange hangers available In width of 1.911&' and heights ranging from 5.3/8" to 7.114". 20 JBA series hangers Top flange hangers available In width of 1 -WI O" and heights ranging from 9.3/18" tD 13.1/8". ® Simpson Strong -Tie 2020 FBC Approved Products updated 1213001020 Fa droll Inks to all 68T apprwW Need below, CLICK HERE For additional information regarding Fla iab Statewide Produd Approval System and MamlDade County Notice of Acceptance (NOA), CLICK HERE. 5 SET-XP AdhsaiveAnohorfor oonorste 8 Strong -Bolt 2 (ST82, STB2.4SS, ST82.88S) Strong -Bolt 2 Wedge Anchor for concrete available In carbon steel and Types 304 and 316 stainless steel 7 Titen HO (THD-H, THD-HMG, THO-H48S, THD-HBSS, THD-CS, THD-CSBSS) Titan HO Heavy Duty ScrewAnchorfor concrete and masonry avaiable with hex head In carbon steel and Types 3D4 and 310 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37e34RC, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Hanger (THDBZ1I58RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger forooncrete TH050234RH, THD1D212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RS AMA Product Model. Num bar or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Tltsn 2 (rTN2) 6 Titan HD (THD-H48S, THD-HOSS, THD-CSOW 7 Titan Turbo (TNT) FLA16937-R3 aldhL r' Produat Model. Number or Norma 1 X348101"K, X1S1018, X1 B1018-4K, X01151018, X0181016.41K 2 XL0114T1224,XLQ114BI224.2K 3 XMC1114SI224, XMQ11491224-21K 4 X0114S1224.XQ1I481224.2-SK X114SI224.XQ1I2S1224.X011281224-2K 5 XU34SI01S.XU34BI0185K FLN35320-RO JgLi Product Model. Number or Name 1 DSSC643.5, OSSCB48, OSSC848, OSHS 2 FC843.5, FCB45.5, FC847 5, FCB49.5, FCB411 5 3 FPHSD34S1010,FPHSD3481018,FPHS03481015.5K,FPHS034S1214, F-PHSD3481214, FPHSD3481214-5K 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 6 LSSC4.25, LSSCS.25, SSC2.25, SSC4.25. SSC8.25, MSSC2.25, MSSC4.25, MSSC8.25, MSSC4.25KW, MSSC8.26KW 6 RCKW3,RCKW5.5,RCKW7.5,RCKW3S,RCKW5.5S 7 80843.5, SCB45.5, SOB47.5, SCB49,5. SC8411.5, MSCB45.5, MSC847.5 8 SCS325197, SCS82.5197, SCS025/118. SCS82.61118. 9 SCW3.25, SCW5.5 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 X01S1018. X01B1016.4K, X01S1214: XQ181214.3.5K, X07SS1224, X07BB1224-3K, X0114S1224, XQ114B1224-2.5K, X0112S11224,XQ11281224-2K, X346101e-5K, X1S1016, X1810115-4K, X1S1214, XiB1214-3.5K Prodact MWdWtlan AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bch 2 Wedge Anchor for masonry Then 2 Screw Anchor for Concrete Then HD Heavy -Duty Screw Anchor for concrete available In 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Then Turbo Screw Anchor for concrete or masonry Product Description #10.18 Strong -Drive X Metal Sall -Drilling, Topping Screws with 03 Drill Point 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Soto" with #5 Drill Point and Large Ole motor Hex Washer Head 412.24 Strong -Drive XM Medium -Head Metal Self -Drilling, Topping Screws with #5 Drell Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Seff-Drilling, Topping Sctsys with 111Tp Drill Point #10-10 Strong -Drive XU Metal Self -Drilling, Topping Screws with 411 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Ftxed-Cep Connector #10-18 and #12-14 Strong -Drive FPHSO Framing4o-CPS Sell - Drilling, Tapping Screws Seel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Con nec ur Head-of-Wlall Slide -Clip Connector Steel Jost Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws #10-18. #12-14, and *12.24 Strong -Drive X Metal Seff-Drilling, Tapping Screws ^W W Cn N U N ` c C QOiCO .CM U C = Ca to O O O O C O ICU LL .Cl) .'a O C)_C O � F- - ''^^ VJ Q Q Z rAA W J Zi a� 0 •" i O • ^�1e W CD U) ca O CIO ANNINNININ11110 CL < O 2 v'W^ '! U `M� W W Z Z Z Q J I� SHEET NO. PA 1.2 ■ 4#1 �60-Ll � 0 40 I b