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HomeMy WebLinkAbout39810 Harmon Grove CtON INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle _ ALTorALT. Alternate FRT Front REF or Ref. Refrigerator — D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf Ll PA1.2 PRODUCT APPROVAL NUMBERS 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 J Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights ❑ R M FIE] CJ orr C/J Control Joint HORIZ Horizontal SPECS or SPECS, Specifications CLG or Gig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir El E 1:1 1:1 CMU Concrete Masonry Unit ILO In Lieu Of SQ SF or S.F. Square Foot (feet) or a 171E]FEINE117 m COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community Kor KlWall Knee SW S.W. Shear Wall COMP or Comp. Compressor KSS oor r K.S.KKnee Space SYP o or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Latin. Laundry TB Towel Bar o CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered VD71 M FE] FE11 FE] p DE] CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TH1KN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block C)DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry 9 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 CD DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring 00 i DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window I 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 m DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting W 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 MWor MICRO or Micro. Microwave VB Vanity Base C C DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical c DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL or V.L. Versalam = DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior rn EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV orElev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor o EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) 00 EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood I EXP or Exp. Expansion PL or P.L. Parallam WDWHDRorWDW. 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 WC 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 WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES o FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wre Fabric (Mesh) MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS -¢ FOR 2 STORY HOMES 8 DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 08-20-15 1.0 NEW BASE PLAN IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 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 .i the commencement of an work. The Designer/Engineer are not rZ 09-20-19 4.2 ADD 8'-8" ELEV . FOR T R EV E STA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB ® information found in these documents. Any questions regarding t- 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 12-19-20 5.0 FBC 2020 CODE UPDATE approval y g g advanced notification and a royal b the Designer/Engineer. ner/En rneer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: 0 o AL SH"t' The Designer/Architect and engineer of record (EOR) have no ° CODES FLir :'a :" `LiIG control over the construction site and shall not be responsible in z. NATIO r �z, " r . "' any manner for control of the construction site including, but not No AND THE '. , limited to, scheduling and sequencing of work, jobsite safety, and #°-` ventilation of the building and thereby shall not be responsible for `V ®P�IfAN the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to o protect, without limitation, the residence, construction site, -� materials, or equipment, from moisture, mold, fungus, fire, theft, ovandalism, trespass, or any other peril or condition, at any time, CITr^ <, expressly including, but not limited to, the period of time before ew, ;: construction, during the construction of the project, or after m PLAN EX K i mr-1 construction and the Designer/Architect and FOR has no duty to o w d take any action or preventive measures to protect such property o against any such peril at any time for any reason. cn d C� l� 0 a ppe�s� te,��,4'�O��iitttt7tp A V � s r� U ,e. a ' . r * i Mo latlElliiig,�i' 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 Q �E C:' C",t- CD ti g;m Xk O N W C .= " N_ op J LL Xk LL.. W Lo N U)0 (N0 M a LL 3 u_a aen s N (U m ® J Q Z LLW Co Ci M a of y 0 Z p V U W ❑D❑ V M c�- N (+1 o z co z o Q �. J n- N r` V) fN+I zal(9 0 4 f>3 w .� l{� '�• U O�+� S LI) = w � � C; Eel U LU _ e $ zl�ry c Q N o Q W M M p Z Z J U- In Z� Qa Qo w z z® Da H E '0 oo U O2 Z ,1 N L QZ .0 w p ¢o WZ � w d fo C 0 ym m� 0 o Z � di J aw Z z rn a w o Z no a W Q 10 NW o �D m� >O 0 z¢ �3 S?O L6 L � rn m n' W cc C7 .= U O � T > O C)V m o %% , 00 E N d. r o N T_ 0 oo r E E r cN z C Co d E U 0 JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. C S 1y O 0 mot• rn it In S3 0 ■ ' OWNER'S SUITE 8'-0" CLG. CARPET OWW 17'-8" I r MU' w 00 00 S3 (3) 2x4 #2 SPF w/ "' DTT2Z @ BASE TYP @ 1 STORY — N 5'-14" 1 e s„ i ED TI 60"x36" I I ;FAMILY R M 2:12 VAULTED CLG. 9 -4 CLG. N �o CARPET 23'-8" Ln I I 4'-0" I 11'-7$" I I I I I 6-10" 4'-7 I I I o I I FF I PATIO CAFE I 0=---------] — ,/' c� VAULT. CLG. D.W. I OO fri CARPET I q N> J U 3L _ z, _ J SINKw/I ISP 16 -3 LO /' 21'-2" 2 / C7 TI E 160 / CV / RANGE / 36 36 AC PAD /' ____ O O ^T m 65'-0" 55-10" H. r • APPLIANCE PROVIDE —XIM99101 �Q 01 PROTECTION WHEN • r aamMEN. ARPET 2 CAR GARAGE ►�� 1■■ii■IHANSON �I�I■■Iill� III■■�� OF SLAB 2" A.F.F. BEYOND WALL Lu ■■■I ■ DRYER VENT W ■��� ■ • I/X I NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN _4 �. ■�■'■■■111 - e 1 10'-104" ILO _HDR AT T-4'_ R&S - 2668 T 8'-8" 5068 B.F. OPT III• BEDROOM ' CLG. BEDROOM1 CARPET ■ ,CARPET ■ . DEEP EGRESSO 15'-1 w co 00 O 9'-4 (n11- o w L6( J I I I t0) Icc I I I I V-7" T-7" 3" V-4'A' . I K TYP @ 1 GARAGE I S4 OPENING I 1 ( I I 1 I I 3068 � ;;ENTRY '-3" 8'-0" CLG. I I ( I 14068 B.F. L•111�1+BEDR80M 4 • • • FIBERGLASS SURROUND' ~I dl rn � w cn(jo W TYP @ 1 STORY %A 1 a0 O 0 zo D �t HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2,0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38J 184X37iq S.H. 14 20X501 184X50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x3711 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27aX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 621 /2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. OTIE WALLS TOGETHER BY ROTATING 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 Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 GO SEE SN SHEET QH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 (TRB) 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 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 FLOOR PLAN - ELEV—Bl EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'=1'-0" GARAGE SEPARATION (GARAGE I LIVING) R-11/R-13 KRAFT FACED n C) J- pF� aq���@146iiiiEl� a c- ; r'�1;;�€idEtt \N� 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 - Residenbal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W F Q Lo d E O M n # N N cb N J O� C � J L6 0 W 3�;20 00 * `L W �r-.r;o -Jwa a aiMv LL d Y J LL LL13 a w 5 13C6 Z cv � o is W e:3 M N co 0: O ¢ W ?i IL IL a CD co a N coZ It D p pV 0JU) Z W �7� z N O poi z � N O z � 1 Q o U) to N z (DM ci o 4--J w E u 0 c g (� r— r C W J s I �® v o � c U) d 0 N sm co w co o z 6 cd-E E =a oa�z }� a. E v 28 o0 ca F_ _ XO EUU o z O E N iSao ap UJ d —a) - O L U y O m� oz z Z� J ¢o<y< Q W 2 g�W Uzz gW W ooa �3WC') ��1r Z WJ CID � w�0xo <o ZQ o~ U?� NO Ln L. m 0 .> d. U � � T '~ C Y ' O O O in `^ T CN ca O .T� = N T T 00 N T T N Z T CO i/i O Z c E Q E c f6 a o U J v m Q p aci J JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 1 M i I'MWIPIA1 111K 11111.1.. I : A :.lil : I. ' :" 11I4A 9W�IiIiW�i�iY9l�liil�I�II�IM1YliYYY1VYllIIIlI11Wi11 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 0 0 CV OPT. REF. 0 OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR SHWR. SHWR. VARIES CURTAIN HEAD / ROD 0 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR / ON BATHROOM WALL 00 MEDICINE -1 _ SHWR. a CABINET 00 _ VALVES TOILET `0 SOAP PAPER (0 DISH CD } } I HOLDER _ r d- Oz Oz UL Q LL Q O O CV O co r _ r MM "'M N LOUJB FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS KITCHEN 16" FOR LINEN 12" FOR PANTRY Z SINGLE ROD a � O w a wa 00 = r 00 U ;n r - - r in co T M Nit M FIN. FLR. r CLOSETS / LAUNDRY SHELVING O 00 I 10'N r MIRROR 0 OWNER'S BATH O F, INTERIOR ELEVATIONS. 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT � BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 r 00 U*) a 0 2x 00 FRAMING t zo 1 /2" GYP BOARD — CABINETS - 1'-2r, �o 0 0 r � r N N CV FIN. FLR. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS 0 ���etole vv ow As 6� J 0 U r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a CD v E o '-8 Nc�npat Q ._�� N Xh W (li QN fnnn� LL W a' M 'Od' d Y In c� LLLL Z a. � V Z _ C O mN m Lr O—i W Q) op .. a a ¢ Z I IL a N M Z = L4 O pU��� Z W V' z N O Z � N z � � V ! N MO 'Z�nn V O W � U� l0 _ �pp o � ��- N W p AR Uft r minW 8 ! V O N te, ¢ N m 14 co J W M2 J U- 2 N � N Qo oa �® W W CU {— Xo �a 000 N L 16arc Q 0 W < , W Z W (n C ZZz pY mo O� z - J Nm z vl u' 3 a oa z 5o W a � � � W J z w 0 r >° o � z ¢ a OU �0 0 _ > Lo m .! �Y �t r Q C o 2 o o E N r co o T i 00 N T T ai E M o E p E a U Q p JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 2 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL T.O.M HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.0 (TYP.) 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 3;_7�5 i nrn I nInnnnn 12 12 7�5 +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT FRONT ELEVATION - B1 SCALE: 1/4"=V-0" 7'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. LEFT ELEVATION - B1 CALE: 1 /4"=V-0" HDR HGT. �— TEXTURED _ o CEMENTICIOUS o? 00 FINISH ON C.M.U. cn (TYP.) — _ F.FL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION *i"G.C. VERIFY ROOF PITCH'" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES"* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. . R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. L C� n i \\�f,4tt468@?9tla 0 \O FLO A�OFESSIO`� \ 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. @f W 1-o C) E o0 M m S N CN It y 7�W, "o cnN0 ik w LL LU d Qai cm v LLa J a Y L t� Z 0 o ° m N rL O ILW Co a Z N M ZCi pU W D p v � CD Z �1113 V M � ],a z N a C,z C, C, z ICM% < -Vda N P7 V) z .1 LL C/i ftS w O w g N w Rig Un U w J _ 2 E I U n in ¢ toW 2 o Z < E- o g Z® E U I- w0 z x 00 ❑ u: so Z CJ E N N a Q ¢Z wo �¢❑ ¢ ww 2) cp m� 0 ZZ� CD N � oa a0 W �3 v 3 2 �g <o Nw =K w o- mil O O d zed 0 oU 3 O � Ln L � m �11 m � \W .> Nt U � Q C U 0 O o C7 Cfl 00 r c`0 O O LO 0 r L-) r r- m :3T co iri 6 Z Z c E 0 ca a U -1 Q p _J JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 3.1 0 bo c a 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. Tr)M — ---------- t-Ott - HDR HGT., 11-0" 11-0" 12 5� 12 5� 12 T-0" RIDGE VENT 5� 12 Z�5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 �5 TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. V-0" CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP. ) F.FL. - - - - - - - - - - - - - - - - - - - - r +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R7032 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. F01- a .�\\\i14141411 it tl g p f�4 • •rLp < v ! . c) Q "OFESStO�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N � E' r o co �o orp at N 0 Q m J IJL LL 5 ,o 00t00 too , W W NNO LL a a a oLLLL 0. w � Z t; a °' 0 t o O ~ w j•�Ntp C O _J ILW��6j6' IL ci a Z N MZ it rn 0 Z p V c¢i vvi z N M z Lin Q 4 � WV)2f - N m v o u- 1 1 C � Q0U w) S Ul c N N = °) ® U w m r 8 � CS LO o o — 0 04 O o w MZ o Z � E Q 0Ca o� �� ® ❑a t-- :. o E y( OV Up a� 0 00 Z N @ i z < p ¢o a W w a? C _ i .0 m� oZ Z F- Z J am 1 tn 2 w o¢ Zz ao SEELL Y0 �w Sk ap �z - =3 O <- of �O v zla a ° 3 °O Lo L � ^1 W � 0 > ■- 0 U � Q 2 O ^^,, o Q0 0 r M N � .T� _ ^ � T r y oLO N T r ai 01 Z T M iri o Z Z c E E N a)c ai `m a U Q p JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 3.2 -1•'1 •.. . :I m11 I1' 1 •• • '•'*' •! �lllP 1 1' 'lll I' I I �■ r111R'r �Igl`A ] 'I !I 1 I I I I. ' U 1 1 I UIE. : I. ':II 1 �L 1 1 - - c xs + - - —� - - - - r rn � a al m pww■w mplwlwmwlnwws�nualpFwpA prlwnplenn+wpinerlR■rwrww■Iwrlw m mur III sIIVL ,1� II I r I I IlY ntl 11 1 I p 11 I IEI 'a�I��II II - Iq II I}IIII'., III °!T ! fl •. P .d , �_ 1 f.l���, U1Yk! �,' , - I I II � I �N �IFlpl I�IIIII ! � I I I II, ? I .• I I�: I f I I III ,It 211 111 FN Pih iN 2" iv oo `D 'm VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY SPECSCOMM. IF NOT, DETAIL TO BE 1" 2" OPENINGVARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 1'-10" °,N - iN r 0 M (�L SIN C 7 32' 11" 32' 1- 1" 1'-8" 12' 1" 1" RADIUS 31/2" RADIUS 3/4" RADIUS 1/2" RADIUS - 1" 4" 2z° 1 1/2" RADIUS 2 1/2" RADIUS CAP 1/2" RADIUS 1'-5-1 a VARIES VARIES VARIES 12 VARIES 6111 BASE _ � Mist - MIS ^I" rrN ;r, CAP iv 1" 1" 11_01• 1'-4" - 1 4" 1 11 11_011 111 CD `~ BASE 4" 341 41• MIV' c71 V 1 " 111 '- 4 4111 �-4 .� � I I N • r�V' IN —O�' rIN r 3" 4" 4 4 2" MIV � M� VARIES 12 _ill 2 1 -0" N r 117 24' . 12 - 3 *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2•• 211 EDGE OPENING 2" 8" 2 _ I „ T 04 O I CV 1" w � 1-1/2" THICK w 1-1/2" THICK 24" c� co __ IN M 311 4 1.1 2 1 _ T 211 411 311 iv 10" _ cN 6. 2,1 211 cv cD I iN t — 24° 1� ` CO SIN jet• 411 1 „ 111 2 Q 1-1/2" THICK 2'-4" P�'1• 114•• 311 12' �$ 4" N o 2 L H 221 31" �CI•N M N c� 111 5211 1 5„ 5 5411 r I �10�A , ^ 12 4a" VARIES VARIES VARIES VARIES 4" 811 _ _______ iv i iN I 00I - 1 -� 111 32 KEYSTONE F11 a OPTIONAL TGARAGE DR. OPENING 4" r KEYSTONE F11 00 OPTIONAL 1 31, 31 3 a 4" WINDOW OPENING 4" 4" •OINSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV CV ° R44„ 2 VAR] f2" 00 CCN 1" f OP o ci a+•i T _ NOTE: • FIN. SMOOTH • FOAM/ 3'-8" 4" 3'-0" 10" 11 A" TO HAVE TRADITIONAL LOOK & FINISH EPS MATERIAL IS ACCEPTED 4" 101, rx "d• 11 3 14' 1-64 14 T11I :- 0 E cli CV 124 54 1'-12' 5t. 4" L �I( CD i� FV 1 CN� .I 2 r GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH i G� d 1 ���\ Ro �l �l N O Ot' F E S S\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the2020 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 o E ti 00 r, N V O N J M otir-0 LL w a CL J IJi IL d W Z 11 13190 L lr3 OIm- � 0 W _ 7 CO C/) x 0 J co Z LLW M Z a R N 0 Z NOD pV U-jvVi ❑�❑ Z N M M o S2 Z m zo Qv a In N M z (D o u- O to �N W p C N x X AIM ung I--- U) W J H _ E I C) o c U) m Q N 0 I� o m �w .J LL y zo Z Q N C) w0 <0 Z® oa 0 t iO xU ati 00 � U C O C N p ¢o d 2 ¢W - ra _ - Y �o o oz > z (� J a �Z w O W N 0-�11 v <0 a Lw Z O J c ¢ Ww > O I0 IIIIII�CD il¢ o� U c C:)0 >Lo L W m ■ .� 0 n/ U 0) C Y O OV r2 00 T c~3 C) O� O LO 00 T M T .. E m c T M rri o Z Z E Occ a U 0 Q p JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION 150A/2 LCINDOOR PANEL CENTER NOTES: 112, 1 V 10 #14 copper to lights 8 outlets I` 1 ELECTRICAL CONTRACTOR NEMA 1 10 #12 copper to 20 amp ckts ISO AMP/ I R MUST VERIFY WITH THE 2 0AMP #1 `q V SPECIFICATIONS FOR THE TYPE #10-2coppertowy -9 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER SHOW LOCATION PURPOSES. 2/0 or 4/0 SER Alu 200 amp �^ t� 2n 3" 150 amp UNDERGROUND Disconnect KA.II POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground rV I'j At G BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED �ENk nit �I `�q V G NEC 14, 250.94 CLAMP PER 250.50 AND NT 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 ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 4 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 P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) { PB PUSH BUTTON SWITCH (OPTIONAL) 19 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 ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP H.B. GFI DISC. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIFY METER LOCATION WITH ELECTRICAL PLAN — ELEV-131 SCALE: %4"=1'-0" IuL-, N 0 N 1 CN N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F O E n ED a 0 (cg M N N 0) 00 rk _ LJi � �` w W 3 w 0) rnr a Mv LL w °- CL a ca U_ LL �Yn a u 5 Z o� o W�6'O' ' t.6Nm F a O ¢ Z LL IL ¢ a Z 'n MZ N OU �yO U�Cn W ❑O❑ Z N m 0 Z QN Z O Q J — d � — N V O ® � Vim• O W o N C8 aim U c u.t m E 3 I I z� ( ® U c (1) � Q 0 o �Q N o c W C13 (h z Z O i Z L.L E w� �� Q g O E H O 2® oa Do O E RQ �o �� K Z N L rU CY z U '0 oz z Z tv J m < < w g z to w oa go W U LL a j a �W x,k a� Z =3 7F J O cfl w, �m a Z O > U1 n, W � O U � Q C i 2 O o m � W O M N O LO o (-4 LO r M M o C E O E a3 to a c0i a o c JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 4 0 J N r7 ATTIC VENTILATION CALCULATIONS - B1 TRB) ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 (Zone 1) 315.0 276.0 "NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: 1/4"=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 c the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ, IN. OF NET FREE AREA / SQ. FT. `If not enough vented soffit is provided due to fire protection, the contractor shall use th following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ® O c� 1 iltfl,r�f/, "�*e% r 'SE .0 " 4Z / lu 4 �r��h((iica�ilkgA�s��'1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N H Q CD n o E O M N r Rk O (V J m G J LL N N O LL (LL. d Q N M a N O LL LL a Lu Z J 0 0o i cc �• 9 O 02IM Z MZ� a 0LLZ V aU) U J W ❑❑❑ V M � N z tpppggqh J U) V) N M z Qj C9 0 u/ LL - ' W M a m U g V) I ^ C N ® U C UJ .0 U o o • N O W M o op z < LL pp E O zo o� � >N �aR z F—(O ¢ sO o5 Up oU ❑z z O E N Oz o ao a Z i ¢o ww wo C �= z Szz m O z Cu J w Q W � z to co i e0 z ao W O v o¢ LL -, LL N W � k o w w� 2o �_ Will co v z<T3 a 0 O 0 .{. j' ^ W! rr a...aa..... L cD U M N T— �. > O Q CL 04 V/ T �' CQ r LO r T .ice 000 E M o Z E Q E 2 c`o c a U � Q p JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 5 c c d 55'-10" 1'-7 3" 6" 5'_78.' 6 42" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2$" 7, 18 1'-4" TYP @ 1 STORY T-0" U.N.O. A S3 H.B. 00 r----------� --- —; ° -- ° �--------7: —BUILDER +-- -------) TO (2) #5 REBAR 4'-0" "IT-l" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL .0 O 0'-01, ; ; ; ; I ; : PROTECTION UM IWHENR PER FBC 1 35� 4" 20'-6„ 3-1/2" MIN 3000 PSI CONC. b iv I SLAB FOR HERNANDO I M ;n COUNTY ONLY r I S3 I J S3 3-1/2" MIN 2500 PSI CONC ; SLAB OVER 6 MIL VISQUEEN 2'-7a" 4'-9" 4'-10" 1:- VAPOR BARRIER EDGE OF SLAB 2" _ ■ I I: BEYONDWALLGJ ( o� TT- 1-10"5-3" 3.6„ r,O oCJ N I °� MTa (2) #5 REBAR VERTICALS w/ in ------------------------- PT. OPT. D r> FILLED CELL I I ' • -3 1/2 2'-6"x2'-6"X1'-0" FTG G W/ (3) #5 E.W. S3 _ _ _ _ 3'-5" SLOPES I 7 1. (2) #5 REBAR I :� :: I : 2'-6" x 2'-6" x 1'-0" I I "' I AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. q `V / :.// K I S3 GC S3 FILLED CELL I LFj _ u' r S3 J _ r CJ CJ / / :: Ij .............. — — o ih - 128 / / 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I -4" I Lr (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM / I / PROVIDE Y2" x 9" 't' RECESS FOR FRT. )OOR SLOPE I � _ VERTICALS w/ in FILLED CELL W/ (1) #5 REBAR VERT ABOVE SLAB. ( / / / /k_HVAC / CHASE TOP OF CONC.tPAVER T BE 4" 4'-0" I 4'-4" 4'-6" TYP ALL PLACES SHOWN > i / / BASED ON 1_ BELOW FIN. FLR. ■ . • ` .. ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I I ............. • ..... ..... ...... / / LOCATION ... W/ 25" EXT. ABOVE SLAB "GRADE 40 ... ' ( STEEL" /i/ 1— ----------) :12'-10" 4'-0" 16'-10, o :: co STEPS AS PROVIDE 1 y" RECESS I/i I .. I v REQUIRED PER FIELD / / / I FOR SGD. REFER TO / / MASON'S SLOPE FOR / KITCHEN ISLAND LOW WALLS OPT. :::::::::::::::::::: iCj: 10'-104" CONDITIONS ■ WIDTH / i GJ r------ —� CJ REF. —LCJ CJ—ITIj ( ■ r—_— /i/ — — — �— — �I—I-- —j� --- ----- — —---- —�___— — ------ —=__ — — — — — — fi— �- — — — — ° I j — TYP 1 - � � CHASE TO ISLAND •�� t I STORY U.N.O.O� - o col S3 II D.W. I L- — % / I I '; .. ,' li{ III S3 in � `n _ I / I / / _— — SINK / DISP — ; I I { M I I 3 1 /2" . It 0'-0" I '•I c+° ■ ■ ■ ■ ■ ■ ■1 ■ ■ ■w ■ ■ ■ ■ ■ TYP @ 1 STORY H.B. U.N.O. A S3 1'-9$" L T-28" L 5'-0" L 5'-0" L 5'- [wolf 2'-106d" 5'-11 aa" 64 _4„ FOUNDATION PLAN MONO - ELEV-Bl. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX," F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• • • `' :;: #5 CONTINUOUS REINF. SEE FND. FOR �.; "• ' QUANTITY ,• ,, ,� ; ; ', ',; ' : ;,: #5 X 25" X 25" CORNER '•; "� '• ; "�; ; ; :' BAR ONE FOR EA. - • _ = HORIZ. REBAR, TYP. • U.N.O. - •. *'"Alternate: _ ` •, The reinf. bars shall be •. • •. • •. • • • •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP, CORNER BAR DETAIL SCALE: 3/4" = V-0" Q �v s gR0 iBE To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. l` Q o E oo 'o O M N # V O N J N O m -L J C M W N 3k u Ltl rn r` ti a LL w a N O a d }� V Z 103 J K d r �� 0 OO o O �. W � '� (V O � O J � 1 I IL v°� Q a z N m Z to O OU U vvi W �[�❑ V (M•1 � z N O O O z o ca- V) N z cD o 4- Q tra L o 04 v E t 8 U4w. o w p N m em O � ¢ W M M o� z a c E E o� F z gU z® ❑ a UO (O _ XU ¢a �U oQ O Nw ¢ o ao wz M e cc"O S U mo o of z z - J o ° ¢w zz ¢ z a oa u t� �o mw O H z w °I8 �o O co r Ya= � O L6 I..L N t`0 lw,+J W � ■> U O� CD T' _ C o OL Q) I N r 00,0 CO .. E .= T M i; o Z E O a _ U °_t ¢ 0 JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 - --- -- - -- - ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS 01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I , I r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 11 ROOF SHEATHING: SHINGLE: Y16" EXP. 1 (2 16) or 1%" EXP. 1 03/16) TILE: 1Y/2" EXP. 1 (33�16) f0 ` } NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS - 3r 3r� i 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12)-[20 @ 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. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d R77A 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" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 1 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (2) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 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 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS 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 w 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 Y GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 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 SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" ti rL a. r Wire, r �,,,tvmlRt! n .•' Rt 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. Uf W Q S v E c r M N Q N N IS, LL W Xk ; W e: 7 t; V�1 J)r-P° LLWd co° Qui CN txY� JLLu_ 3 a W 5 O Z :�.Y RI w 5'pNCO �' J 0 co W Z U 00 0 LO Wa Z N C0z NO O U U co W M � z N ch O z z Q J n- N N - N M z _ Q) 0 0 Uj O w o (/) �tri c N = ) fQ I- U) U w r— — E 8 I Ir L = w � C =® N M I� p Mz w M o J L rz O zo oo® � ❑w H M00 U 0,0 O C E N � K 0 do ¢¢o O Q az �� ��. L c0aa N c - � 4 o UY U w0 w � FO z Ow >2 z N N J wo ¢w �z ¢w °o z ao W a � U w� do mw r r o <p V 0 �¢ zw 03 O C O W > ^ ' �i / f 1/ L-1— L am tm .> U C� > r Q C U o L O m / /� O E N r M v N CD N LO 00 N m E s— w Z z E O a�U)ica c ll U J Q 0 J JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 7 It C4 C9 1 'V 1� GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.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 should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load < GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T FORM & GROUT SOLID _ N Q o t- LU 0 #5 BAR CANT. 8F12-18/1 T O V' LINTEL DETAIL SCALE = N.T.S. i� i on Elm 0---- F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6F 16- B/1 T U ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precast mtels = 3500 psi. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reba' per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN, (1) ALTERNATE POWERS 1 d d CLEAR STEEL LINTEL 0 d d a G .M.U. #5 REBAR AT TOP d < d MIN. (1) REQ'D ° Q 1-112" CLEAR a d G GROUT D < J r CT,Q m F W ° 4 C.M.U. d 5 REBAR AT = - (0L j - a 0 BOTTOM OF �: U)) z w O0 o LINTEL CAVITY V u,- O 1 ` /1 \ -BOTTOM o¢ d z `� REINFORCING Q ¢ (7'a r` 7-5/8"ACTUAL PROVIDED IN LINTEL Z o w ,n ¢ _' O � N ¢ a D D �° �, � 5 REBAR AT B( AS INDICATED NOMINAL WIDTH (VARIES) U)) in° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL CE) S-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1 r-0" Q a y v ,pG�••SE• •'• `14` _z {�,�'�3F J'il��t9t•tl�l,�e�'C To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Ponds Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 n W g E N� a o M886 C LL C .0 iu 0 N o z$z ILL d - Q aLLLL 5 a. Lu 13Z mc� �°g L+ao O E- �, (D X O 0 m m ¢ W co - Z 04 Z m Z N O LLW CN Z p U W ❑oo CD co cp Z N M Z � N M � Z � c UL V! o U m Ow $ N N c/1 � Rigw � 8 z = s d c rs QNm Q s t w M -0 Z � _J LL Q E O w _ oa �o Wz lv C (6 F - 28 51U oa w oo Z (_i E N L 2 -o ¢ z wo do w w ttw mo U 'z Oz Z N r3 J all m a ° oa QW z z ao WC.) o hLL z <3 r� =r �o o v a zIa 3 °OIn = > u� c� > 3 ._ 0 U � � > O T 0 Q C (Yi O m o r CU N r 000 N 0) r r E CM o Z Z Cc E 0. 0 U _j Q 0 JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THETREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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/0 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (Pc) 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 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A FLOORING 0 S SUB ING AND 00 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= 1,850PSI 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 1S USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 -Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete okerpo and mortar along the foundation perimeter must be removed be ore extenor soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within 1'-0" of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildingg department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. f C i F ► t t t � � Q t,�bbi .SS• A �A e { N. �� ✓ +� `C C3 F, L 0`f ". a%dd� ESSIQ��`� l�f"1111 it tillE����� 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 F Q h 00 o E ti O0 8 M N h it N m - 0 0 N N W J Ll '5 G co in xa w P� w cor� YYrl (6mava JLLiL - wn 5 0 o�c Z _ m c 0 5 o~ w .y .tr...�o N GO X 0 J Q � ¢ W uLL 005 a 0 N Cl)Z 0:N 0 ODU�� W z � 8o z z N Oft o-� t!1 W p � V W J �Ir U o N c w T ¢ co .0T • �Q sm C:,w to M z 9 o Z crr Eo zo g g Z z® Q V (O � a00 g � °w it 00 O E < z a°z O 4 Wz N o (0 Om ttzY Z0 m QW;0aWno CL ow W w, �_ _1 � o cos w� �F >_ a V i �U3 0 •c 0 >LO L m ^' W @ U LJ.. CD r Y O f1 0 O 04 t0 O 0 N r T 0 00 N r 'f 4i co r M N o z z E c) E c a U _j Q p CD JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" Q - STUB -OUT FOR 0 1'-0" o o ;� GAS METER d- U � O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-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 Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1,8/1.7 net wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 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) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM (n 7t STD.90° — CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJ! TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJf 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. -4 Clinch nails when possible Tight fit u Q 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 54d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-$d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 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. SIMPSC w/(22)- NAILS 1 5/81 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION r— MIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSONH10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blacking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING use 3" (10d) nails at 6" o.c. Required on interior walls : -for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wallmeet over . Load bearing walls when load bearing -far lateral support when joists all, or wall stacks directly over wall or Load bearing wall must stack beam below Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and g wall or beam below.* blocking and wall or beam below.* require additional � � Joist consideration. Check local building *11s n joists meet over wall, provide 9 T I -Joist can be offset code for appropriate 1/16" " minimum bearing for each. up to 3" to avoid PLUMBING LINE details in One 10d box areas=20 of high ;vor--20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENTERED @PIPE PVC OR SCH40 SLEEVE at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM N.T.S. WALL e .. . Provide adequate bearing I I e, � for each lapped joist. Use 10dx3" nails at 6"o.c. for all r�de��blocking panel *Non -stacking wa Squash block 10d nails require additional consideration. °O � _ (2x4 minimum) SECTION @INT. BRG. WALL T� TI�TI�=TI� _—ITI• _ FINISH GRADE - -1�1T� fTfi-TI7T=TTI1- I -I I � •° �rr•nrr- r-- Bearing wall, Versa -Lam LVL or N.T.S. =TJ— —III—�grGlulam Beam (D�-�" � I r NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges A 1Y," ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAYBE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE 1N THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" 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. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger � \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth rCD 00 Lo e a.IL , 0 Cz o E 0"co 0 ) CD LO 0 I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—' _ a. SEE PLAN FOR ' °• ° . • '.; . FOUNDATION INFO STEM FOUNDATION GRADE Z__ REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION Y TYP. FND. PENETRATIONS SCALE: N.T.S. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE e ' e SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'4" CENTERED @PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE eV of . eV .o o a �eA. .Q a P ;r TT 0 SEE FND. PLN. SIZE & REINF. 0 O t ppP p/; fPlf,€,fE 6j R O r 4 tl�d�EEI!@l44t'E��� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signatu 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� FOR UNDERLAYMENT (2) #5 CONT. ON 3" @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 r �- REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH °' co PRE ENGINEERED WOOD '• ° ° d TRUSS @ 24'`O.C. U.N.O. ANCHOR @ EACH _ ' 11=I I ( a Ith aHURRICANE d TRUSS (SEE UPLIFT SCHED.) W/ I •ci 11=III=III= o ° I III=I I 12 METAL PL. UNDER EA. TRUSS t I I I F=I III I Z P') VARIES MOISTURE BARRIER SHINGLE ROOF 8„ INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS � WALL w/ OUT UPLIFT GG FI FV VARIFS/A' \ SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) "S" TYPE MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.-1/FINISH 1/2" GYPSUM WALLBOARD U.N.O. 1 #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE CV ° ° D [ Z 00 cM _ D 6 MIL VAPOR t, ,t BARRIER L= ; p 4 _ D • • T COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR I T[T = TT[=1 I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D.RECESS PAVERS M :. .. < (�' 00 T 7 UTFT =:. II11 SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE V " (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. 013 d ° d 2x4 CONT. ° d ° d ° d GARAGE DEPTH VARIES 4 d GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TW) _ ELEV, U-0" lt, (ALT: 1/2"x12" TITEN HD @ 24" A.F—.F.Alt-, O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" I ELEV. -0'-31/2" z �31/2"MIN. �r -TV/r �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF STRENGTH 1(O TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS %" (U.N.O (OR / GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2`016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH r �31/2" MIN. It A.F.F. 0 a n CD° a a ' — —I �IT I�31/2"(min.)- 4" 1/2"(min.)- 4" 00 Tiff_ 31/2"(min. 4"II iIt- == - I L 1L1— —�f-- (2) #5 CONT. 4„ --i 1—fin I TTT TtT 8, U.N.O. MIN. TYPICAL BEARING WALL ---- STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" cow'. ��v �osOC�R ems• �\ M 00 --�Tr.�� (2) #5 CONT.4"�' I4 'T "g� U.N.O. TYPICAL BEARING WALL @ STEP rCC l SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR N, #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE BOLT INFO. 5/8"x6" "J" BOLTS BOLT x 10",, J„ BOLT @ 24 0/C W/ 2„o X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) *SIMPSON SP1 () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ^ SPACED EVENLY 2X PT PLATE #5 REINFORCING W/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 2x P.T.PLATE o END OF 2 x PLATE WWF OR FIBERMESH Cl, E d TYP. r c PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BARF v D a v ° GRADE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a z M _ — o FINISH GRADE 60 25" MIN. LAP 30" MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a I I la D ° — TfT'— MONO OR STEMWALL ° — I — �. - [ FOOTING MONO SHOWN D - LU w 1T FOR CLARITY ° � ° � D _______ _ _ °° 6 MIL VAPOR BARRIER — � o, • . , ° .� I — � = °° �— _ I #5 REINFORCING BAR R 1 7/8 I —III —I i—I—I I —I ( I N Z T #5 LAP SPLICE (2) #5 CONT. I—III—III=1 I I —III —III —I � � NOTE: g III III III III III III= N ° I — 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS * COMP. SOIL. (COMPACTED TO — I _ _ 8" 1'-4" 8" FOR BEARING WALL =III=III=III= I (=III r 95%MODIFIED PROCTOR ASTM I I I — 1=1 I (TYP') W/ UPLIFT ONLY = — — _ 10" III=III=III=III=III=III=III=III=III=III=III-1 I 1=III=III-III=1 I � D1557) 1�,=r�l�' I T�—rr•� '� #6 REINFORCING BAR #5 STD. 90 HOOK -III IIII� IIII�II�I�IIILIIIIIIIIIIIIIIIIIIIII�I�I�III�I�IIII�Tillllll 4 1-4 #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIORFRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 A. a v GRADE 00 — a • REBAR w/ OPT. ' I I P=I I- 111— 11— I —i I f=11*QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS N' III ��I � f-1 t i �'�7 . • a ; • . .' ;6 �: 'i_ —� I 00 —III—I I 4„ I _. III=11 '.a. •., ..; . Qr —I SEE A/S3 OR J/S6 1 1 II I l l FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 6 . r, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ a OP CV ' 1—III- M 6 MIL VAPOR — BARRIER r I I rI 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. .. CONNECTION INFO d ' SEE. PLAN FOR " • TOP OF BEAM &LAYOUT DESIGN � a a a — — — - - SEEROOF PLAN �_ __— — — —d a d Q d T (2) HTS20 FOR STRUCTURAL T _ L h-r rrr =� I — BEAM SIZE & , a' ' N ,d =T[T CONNECTION INFO �, - 4 ICI — • •, - I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 — ' MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w C ° SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS - TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE— — a �( E r, FILLED SOLID (SEE PLAN FOR ° _ = 6 x 6 W1.4 x W1.4 ca SIZE AND REINFORCEMENT) G) I= I d ° • = I= I=) I =1 i I WWF OR FIBERMESH M / 'BRICK PAVERS or SLAB PER a w 11 II I —I II I II I II II 11 z 0 a `n = =III= • �' • °• — — — - z ° COMMUNITY SPECS " — — a — — — - `' 0-0 FIN. FLR. -� I III —III —III —III —III III=1 I 1=1 1—' FOOTING II,;�I�IiII�Ilillll���lll,,,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 0 Aa AN %V Ov N - ;S� • y r ,< •�, `r �*le E' t Cr • OFESS10t"' °� ate/dddddlil6l��1��e\ •,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W QF CD 0 d E ro C. co 4:0 ^ 4t N N N J C a) C to w J tL Xk W fA rn r r` ° LL w a W'ya� MLLLL a 5 � Z � � 0 o 1 L. jm W 5 'co N co ��cp O d Z Y . LO MZ ak Wtn0 Z N OU U�y :{I ❑�❑ z N M z � z Q $ J V) — N z c� o Cz (10 w 2 O_ 0 LL, g cn U w � J E I U o N iu � QC Q y o tD �w co o Z U- Q E E° -z i s �=W� Z® ¢o IT 6 CL X U ap O O d E D C N �z o tz Wz E� io co C U wm m0 0 Z OW Z c') N QW z a 3 0 a° Wa3 (� W� �oLL _1 r� 71 y w a W L S 11 Zlq a0 OU �O > Lo � L °1 N 0 > 1` 0 d .-. C V ' 0 O � � m C�4 o 1� oo T m 3 T M 0 z E O a c0 0 a o JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. S3 (MONO) 12 \� (TYP) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE �� VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 54 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD W -- SIMPSON SP1 w/ (10) 10d I NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8 X8 X16 K.Oj BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF CL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q 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 WINDOW PRODUCT LATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT T 4 a a 4 I O C � 8STD. 9D°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL bill NOTES: 1� 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 112"X9 1/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J - �WWS— / 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/s4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ,.., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL a o SCALE: N.T.S. 4 4 e g da SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. ssFF �o�v N 2x CRIPPLES @ —' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx1112"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 TRANSFFR I OAn_ 2x6P. J-BOLT TRACK BRACKET FOP 'a 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) 1 (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"xl0" OR. >\ GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON L830 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. Op �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S.. SL� 4 SIMPSON SIMPSON. SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cLU� O/C FIELD g 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIERIGIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 112" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL __K 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 � , . MIN //--10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —� a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 —t NAILED INTO TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON RECESS % SP4 LINTEL a SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSOP SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) I (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT 2X8 P.T. BOTTOM P TE -� D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON q SP4 ROOF TRUSS ABOVE /— 2X BLOCKING el -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/0) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED Q a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 54 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER 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. S4 \1 TUB s� F ?IL 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W F 'tES� O mo 4 O ti qk (0 wC',LL a�� L W _ JLLLL a 0 Z_ 0 s�� 0 �o �. W 5''aNCO Q' j J Z tLaN �2pjO' � NZ d a a �roO 0 V V _j coZ W ❑�❑ 0 M � N (h 7 z � <¢ —' c N N M z a 0 N o LL 44--J(_n f6 U 'LJ ca Li a 0- O „o 0 Ln c, LU J E 2 S a °"'•.. zl - _ N m I� CID W co z o Z � E zo ��® wZ > pa h r0 �o U �U p z O E CDB i do ao Ira dz �w �I�D C c !Zo OY m2 01 Z J ¢ ° g z. son CL ?i 2< a 0 az Fr C)w ��o a CD ;o d z °3 > tf) ui ^L1 W @ c� W r _ Q C U 0 G? o (� (.0 E N o c� o LO T- d' 00 r r hi E 3 T CV) y o Z z E E m FT ° c� z0 ¢ o JOB NO : 20-8083 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ��\ ' 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ . LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SILL (2)1Od TOE NAILS @ EA. FROM LEDGER TO 1/2" CDX PLYWOOD OR END •� BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' @ 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w! 10d NAILS @ 6 O.C. na INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD 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 DETAIL SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C (2)16d INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1!2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER SIMPSON META12 w/ (7) 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,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) �O.C.MAX)WMIN,4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING - NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ " (2)16d NAILS -WOOD TRUSSES co oo 2"x4" CROSS BRACE -2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP BRACING 1 1 2" % RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " �� O (3) 2" x 4" LAMINATIONS W/ (1) ROW " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ 1 ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 2X4 L CKIN (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (4) ROWS OF O/CTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 71 10d NAILS @ 4" O,C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SPZ w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 ) STUD WALL (SEE TYP. SEC.) ( ) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 14CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL S5 12 6.9 MAX. 12" 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" RAIN SFF RA/Sri SCALE: N.T.S. S5 :E RSH SCHEDULE IR ATTACHMENT :4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA, SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) I all a �II fl allm \ lI II Ik 4 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 HGAMIOKTAw/ (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) BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS 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 DETAIL SCHEDULE FOR SHEATHING DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C (2)16d INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1!2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER SIMPSON META12 w/ (7) 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,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) �O.C.MAX)WMIN,4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING - NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ " (2)16d NAILS -WOOD TRUSSES co oo 2"x4" CROSS BRACE -2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP BRACING 1 1 2" % RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " �� O (3) 2" x 4" LAMINATIONS W/ (1) ROW " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ 1 ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 2X4 L CKIN (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (4) ROWS OF O/CTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 71 10d NAILS @ 4" O,C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SPZ w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 ) STUD WALL (SEE TYP. SEC.) ( ) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 14CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL S5 12 6.9 MAX. 12" 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" RAIN SFF RA/Sri SCALE: N.T.S. S5 :E RSH SCHEDULE IR ATTACHMENT :4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA, SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) I all a �II fl allm \ lI II Ik 4 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 HGAMIOKTAw/ (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) BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C (2)16d INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1Odx3" @ 4" O/C 1!2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS MOISTURE BARRIER SIMPSON META12 w/ (7) 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,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) �O.C.MAX)WMIN,4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING - NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ " (2)16d NAILS -WOOD TRUSSES co oo 2"x4" CROSS BRACE -2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP BRACING 1 1 2" % RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT " �� O (3) 2" x 4" LAMINATIONS W/ (1) ROW " " 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ 1 ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 2X4 L CKIN (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (4) ROWS OF O/CTRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 71 10d NAILS @ 4" O,C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SPZ w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 ) STUD WALL (SEE TYP. SEC.) ( ) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 14CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL S5 12 6.9 MAX. 12" 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" RAIN SFF RA/Sri SCALE: N.T.S. S5 :E RSH SCHEDULE IR ATTACHMENT :4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA, SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) I all a �II fl allm \ lI II Ik 4 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 HGAMIOKTAw/ (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) BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 71 10d NAILS @ 4" O,C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL J 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SPZ w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 ) STUD WALL (SEE TYP. SEC.) ( ) SECTION 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 14CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T' ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL S5 12 6.9 MAX. 12" 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" RAIN SFF RA/Sri SCALE: N.T.S. S5 :E RSH SCHEDULE IR ATTACHMENT :4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA, SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) I all a �II fl allm \ lI II Ik 4 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 HGAMIOKTAw/ (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) BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS CROSS BRACING DETAIL S5 12 6.9 MAX. 12" 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 7"YA" RAIN SFF RA/Sri SCALE: N.T.S. S5 :E RSH SCHEDULE IR ATTACHMENT :4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA, SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE TRUSS 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) I all a �II fl allm \ lI II Ik 4 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 HGAMIOKTAw/ (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) BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. (� NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6'-O" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"x1 1/2" SDS tiviv i . u.nruva "- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 61 WbUN SNZ W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓9 o Cr CORNERJACK k 0. QU Er w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 1111 2�- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION L En I11 hw/t,��¢�� ���yy����4iZlI Cj U �O� C:" •,` B C"'i��� 0. . FL5 ...... To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �1 F E ti O (rOj tp h �k C O N N v J C J It M 9n°0� ac"a LL �MO� u. a Y Q � JLLu- a 3 o �0 Z t W 8 5Nco M O °' ¢ LL Z U rn .1 a W o N Mz° CD 06 Z W C] ❑ ❑ z N c+r o$ z to z J N N V O — LL N W —� O V) �U) �_ s fz ago W � pEp L O I yl1 O N Cn Q - �0 • N O 4m oCAD w M o 0 0 Z `; o 0® 14 CL o C 8 I.EiF- wz oa cc (6 U & 8 O O� O N ¢z g WZ H � _ _ U o zz z co N ym QW oa go W U LL �o a OW r� z o w� �~ >° c0 d zl¢ a VO c$ N O > Lo a� nL' W m 0 .> C) 0 T 0 ' 0 O n r) O m O E N .T� N 00 T- ... V r 0) m F T M Z z E E aCU 'a w € d 4.; U -1 Q p JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL R UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P T TO PRODUCT To PRODUCT — TO PRODUCT APPROVAL FOR CONN, PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. j X 4 1 x4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING To 2X ACHEDOTTOM PLATE HE T 14" 1 x4 P.T. 3116"� X 3" LONG FURRING �� �� FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR (TYP) AND NAILED W/ $d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING ,� O.C. 2-ROWS INTO 1 DETAIL 2 EDGE DIST. ATTACH 2x BAND JOISTW/ FACE NAIL d PER MANUFACTURE MASONRY THROUGH "� 1x8 w/ 2 ROWS 8d NALS �� 1-1 /2 DETAIL () 3 DETAIL ,STD. 90° HOOK (TYP.) STD. 90^ ` FILL SOLID TTM @TOP & CHORD, AND ($) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -112" DOOR JAMB (REFERV TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" OBOTTOMOF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING @ END w/ MIN. 2" EDGE DIST. NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2rr w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS RE MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3!4" TITEN 2x DETAIL 2 I4�� DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT f5 F RST 2 COURSES E '' ` INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS + , FILL 1st4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAXit 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS • 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 'y BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS :. ,. 1/2" DRYWALL _-- * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION •.;. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 ; BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. OR CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ! '. • '•: ' � '• • •'.: SCRIBE(NOTCH)POLY-CELL FACE OF ARCH W/ (3)10d NAILS • ^ OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL :�` .;•.' :• • ' .. CONNECT W/ 8d NAILS BRACE/ BLKG. .:•' N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 1F TRUSSES USED W/ 3 #6 X 4Yz" WOOD ) {) * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL XO (2)10d NAILS @ 8" O.C. �FiQ ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD HqN MIN. 4" EMBEDMENT AT 16" O.C. (E NO'TH 1'-0" 6-0" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING L JACK TRUSS PROVIDED BY SEE i + + It TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS TO SUPPORT ° .. ° o , #5 BAR BLOCK HEADER 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i + SOFFIT + + , • : P ° p 10 ° ° CENTERED W/ 9 H. o _ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS , KNOCKOUT / �t CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. Z PROVIDE 2x CONT. W/ s' s CONNECTOR — p MONO FOOTING _ .A o .. . , ° x (3) , SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. 7 LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT: BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D TO BE INSTALLED BUILT UP PLWD. BUCK - '-0" MAX SEE PLAN PRECAST LINTEL STANDARD b ° , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 9� HOOK Fv TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL - 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , a o ,, o a �, _ � BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)114" X 31/2" TAPCONS AT 16" o ' s,Vs INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ,. \ o e r,• o o n '• 4 ti '. ` o ° e° ANCHOR INTO ARCH BLKG. rK HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-gINSTALLATION ARCH DETAIL DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS OF SHINGLE „_ , „ SCALE: 3/4 -1-0 SS _ , „ SCALE: 3/4 -1-0 SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION {i) #5 BARS CONT. 1/2" NAILS TO STUDS & (1) - 5/8 DIA. ALL THREAD ROD > #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v a A REINFORCING AS FOLLOWS: T I 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT .:r�+'. p, c �I I -- f I I. I� U_ Q J ;> .;. :, * PRESS PANEL REINFORCING INTO PLACE. d �— I - = #5x6' EMBEDDED INTO v * ;;' 6" MIN. LAP SPLICE W/ o — EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — _ _ .: �� cn �, FILLED CELL DO FURROW. F SMOOTH. U O p.° ` N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE o p `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ° '' 0 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° ct Q �- REMAIN FREE OF MORTAR. NOTE: z Al H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. i.l .- • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN yr EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. = SCALE: 3/4 1-0 _ „ SCALE: 3/4„- 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. c� Q N a V -P,SO��q•; s % C- m ••.....••°° �, 5, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LO W Q0 --t8 0 M 00 N r- Lo N .01 LL fi a rn PZ o a� M v Lu R rz Y cu LJL LL - S Z L v5o 1 O: t6 �Nco S �o� W IL oga,� IZ M 00 Na fV M ZLO Q < U J� z o U ❑❑❑ W Z N M 0 z z o Q J d � 0- .2 w U O,_,., $ Ln N .) U) w m r— J E � � I I = w m U ) N Q 0 N - I� o W MZ M o � E Z Q �° } N z® Q O E V �z= oa UO I-- ro - R 0 a� 7 U 0 O� O N f6 o w o az W _ U Z N J h m Q W W aL`ni 3 �w 0 za gz N W W U ?r z� ¢O yz k F_ 2� o w� r �° 7 z¢ aF �3 2O > Lo � W 03 0 O LL 0 I— o T— mot r cv O G� V , 'ten 00 T �' D r M o z Z E Occ E a 0 _j ¢ o °; JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION, CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS J1 DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-IVu `w "mil l 1 i 1\VVV ♦YLLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP, U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----/--WOOD TRUSS —� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. AA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER VRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wj 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 1 112" 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) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE i INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION 511 PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=l'-0" BM. SPLICE OVER q / CENTER OF POST MIDDLE 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL ._ SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w! (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH L B FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS Ak VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP ( ) EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d ob VARIES VARIES SEE PLAN FOR WALL LOCATION 2X4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ @ ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ xx (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx a STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO �<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a . ' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a " (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. o °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END SECTION @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY 8 CONNECTIONK**22 SECTION AT HIP GABLErl2 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS ® Q Ril— i i ltlrr� ����fi ,No°°°e,1t11111 �NSE 5 U C,0 0� A FLO OF •......ONP� \\� F S i S \\ '��rrrirtnl�tt��°t°1°\ 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. 1' a LO of '0^ o co co at N 0 o CN J w m J LL Q m a t�rNiv� � a Y a 13 13 Ju_LL i 0P � mN co — W �npjO' -.4m a n N M z Ln O Z pV v�vvi W v 0 M p� zNp O z Z o Q co 0. V I N — N co z v 0 8 � A V l6 a—� to �N LLr S c `� w ® U L L! J _'Oc 8 �•s Q CV Im W O g E o oo >- Q� 14 Q o N 20 =® o E a~ Up W. N L ¢a QO wz W� rd _ zz U m0 0"z. Z z cn J m a� Q W gz z Tw d o LL a -z O CD F w 0.1 =O 0 = Ln L. m W ca c� d' � / U 0) LI. > r Q 0 o O � o ^C�� m 0 c � W E N T_ = N .L 0000 N T CU r M N o z z E O E.. 0 ca a ci 0 ¢ JOB NO: 20-8083 SCALE: AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° MASONRY '•,.. WINDOW BUCK 4 Aq 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tt 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 "' ' '^ WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISTIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 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 NAILING FLANGE 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING - SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER -SELF-ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1,1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER PROOF CAULKING CEMT. FIN. within the wall assembly by providing awater-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. SELF -ADHERED FLASHING 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 SUBFLOOR 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 RIM JOIST 1felt 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. 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 2 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 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance za CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Jim 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 RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED R703.4 Flashing. Approved metal ASPHALT ADHESIVE - THROUGH FLASHING JAMB &HEAD flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shin le -fashion or in accordance with the manufacturer's instructions. Metal flashin shall be corrosion resistant. Fluid -a lied membranes FLANGED WINDOW R1 g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the scoREO 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 SELF -ADHERED FLASHING, �`r (BEFORE FOLDING, SCOREPAPER TO the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6' RELEASE AD ESIVEASSHHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM of flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 2 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. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER Jim 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.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. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in QUtters. :LF-ADHERED FLASHING kTCH Lath Sheathing Stucco SEALANT SOCKET WITH TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Walla e JOIST BELOW ;' 1 SELF -ADHERED FLASHING a a v a SELF -ADHERED FLASHING 1 a a - 2 a r e- 3"a SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING 0 5 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN a 1'-4" PER PLAN T-0" PER PLAN 14 SHOWER SEAT a SELF -ADHERED FLASHING OUTSIDE CORNER Q w z_ M gz� uuuUU�uuuu a a Lu d PLASTER STOP - W CONTINUOUS BACKER - rJ ROD & SEALANT W w 2 � Q Lu w Lu - A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE, DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS CSC I l i Ili ACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 2 CD 0 N N 0 To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N V) W Q � E O M$ I CID00 N r UJ 0 shop V) LL W Co LL LL �a LU o Z_ L � �•aNco 0 L O _J W r°�a,rn Q 4 Z IL OD N co a 0 zO 0 U rVry W ❑❑ M � N M 0 0 pp N <0 J !' - N O >z> O QVV W Vryry "- i--� rn caLU a U O W o V) [✓ N Ln c W J r-- - E z Q N O o w M z� o J C !? E o0 aN Z E (Sf r0 t U O mU X a� co U oz a wo az itz �� i C/) C 'oY U mo z� Z J y O Q W Zz Cn (n- �� w zo Cl.� �� U a mw C-3 do aLL �w. 3 C:1 w w =; -! F p 00 18 a I-`' < ° 3 O y �L N e o d' .> a) C Y O f©) m O r N ■T� _ Q T T_ ,�.1. .i.. V 00 N T T 6 u co o ca z E O 0 a a0 ¢ o °�' JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. W P fU ,Ea _. _. - January 14, 2021 f4 � ��� z PRODUCT APPROVAL SPECIFICATIONSHEET }_ . . _. -.. a ., -- _ _ r Mom. .._�_ -.m ,,. - _.. ,..,..,».-..>. n ...., , .,r _ ...,. .,...�..-�.:.,.-�,.,,., •.�, - - .,.,.,.e. u,-.- �.. Florida Department of Business & Profasafonal Regulation Pape, 0/3 Building Codes and Standards 1/702021 Product i t' Detail r u Approve Application e -� +r � �' L �. O MountlaiBracWs(100arg�b r� �rrarfN tf °' Wit �0SS3tPP-r• t (Maybe cut toW) Sm Atmhof•ithetul la�Le, lfr..d.,.a,{'g: r^..0 y . R 1l �ti` {7J49dW A V Q A Bolts `" ~ ` rrY�' a �F .. � g #14 SW Drrilltlfg iCC!E"W ' , # � 1I . A/C Unit OOttom Edge t Hurrk;ane Strap (7yrpic�3 in front) ♦l�, Wa511E+rS 14 ' �� - F�Dltt r�BSSup i t SeW long R9u. (may L- cut to � ) M1,en; tl V6 71Y, ... �,.,�r ® 4, ( �f^� �y I.ACit lBE"B.t S$l: y1613au ):. +rx.� #I`45e1(prl1Iiq-*e LVsThru Blackout rat ��yT,,��,�� Support (�) Unit SackCross Support Into A/C Unit BDitom Side ' (Tpiealt3mhst�forhurrkan--um,) I tINFORMATION am Prici Wide Hawk-44,P T qr•' inn Florida Department of Business & Professional Regulation page I of BuildingCodesandStandards ,A42021 Product Approval Application Detail n As required b Florida Statute 553.842 and Florida Administrative Code 9B-72, lease provide the information and approval numbers on the building components listed below if i -r y p d � they will be utilized on the construction project for which you are applying for a � � � Pan°� �d � ie. Version Mannradurer Conrad FJldneerB U... Validated Be Validated 3ubmihed FBCAooroyal Apt ova. � ReWsidn 2020 Therma-Tru Corporation alion Jasparsm Lyndon F. Schmt, PE. idRyan J. png, P.E. 0723/2020 O7M21202) 0729P2p20 10/132g20 Apwd7Jed. Category: EXlenw Dcpre, (800)843-7828 PE43409 1513)767-5555 subcategory: Swinging. Ederla Door Assemblies sjactemonCthermafa.ca Compllagce Method: E4luadon Report from m Florida Registered N°hli or a Licensed Florida Pde�Imd En anger e plY20d7RR1 Piodaela QualityAssuranaa Acoifor ua Apwoaedfwuse Impact Deslan a--# Rotlucl Model.Numberor Name PrOdwit Descrlogon ConM1ad Eimbafion Date jib Outside HVNi 1 e. Thamna-TN FlberClassic and Smooth�f Nanfnal fi&#39;6 &quaClmpaul&qua; opaque. 127J12021 Yes Yes. aY�es N1A (Inswing/OutavemiX orrigSinai Dow ComPoafte Edge FWep�fipumt on). i?7312021 Yes Yes Yes NIA ? 6.Therm°-Ton Fiber Ctessic and 8mgoth-St4r Npninal8&Edg;8dqurglass angle ooO with CanPosrte Edge Fibarglea°91nde Door wdh carlate(a,(ImwmgOgtswingXoDXcrDNO eodMurailma, 3 c.Therm°-Tru Fibar-Cassic and Smactini N-mad 68i139;e&qud;lmpad&Wot, Opaque lW1f102, Yes Yes Yes WA or Canposka Edge FiberglassDoubleDoorwkhK Without SJdeidaa (UswinglOutswing; XX o AXXt3 aenkguretlmsJ 4 d. Itieina-Tnu Flber-Clesdc and smootl .Star Rommel 8 ES 0 &qud;lmPad&quw; Opaque 12/31202.1 Yes Yes Yes NIA OnWriglte Edge Frbergl45a Snioe Dopr (InawlptyOutswing; X,pgnIpuretlpn) 5 a Therms -Ton Fiber-Cl4salcantl smoothStar Nominal e&#36,0 &quoglmp4d&quot; Opegge 12731n021 Yea Yea Yes NIA lino k (In win lberglwliXO.OXor iX Sldelite(s) (inswlaglOutswing XO OX or OXO confliurstions) 8 fThdma•Tru Fiber-CasslC and Smooth -Star our Nominal 88#3908qua;ImP4ct&blot Opaque 232021 Yes Yea Yes NIA CanPoskid Edge Fiberglass Double gDow wimoucis. Ed s Fibern o OXXO `winal606' g. Therms-TruFlber-Classic end Smooth -Star Nominal 8qud;lmpect&qud; Glazed 121312021 Yea Y. Yea N/A Composts Edge Fiberglass Single Doe $ h Therm a-Tru Fiber -Classic and Smooth -Star Nominal 68439:84000Omp4d&qud; Otazed. 12MI2021 Yes Yes Yes NIA CmpositeE cFtbaronssVir le' Composite ImwI gV0.tl°sa Slnfla Doawkh S(dal4ats) (Ihswln�IDutswing; XO, OX or OXO. a9gurebms). c 9 1 Thermo -Ton Fiber-Cleeald and Snedth- a Norm trWr •8 & uw'Im ad& ud' Glazed 1' 21 Yes Yes Yes /A q . a bl ... iz/3 rz0 N.... st r Nominal Edge Composite Edge rming/O Double Dow with a wlthafraticr es (InswinglOutswing; XX or OXXO configurai ens) 10 j. Therma-Ton Fiber-Cc.d. and SmoaN•Stxr Nominal 8&439;0 &qud;lmpectfili Glued 12131)2a21 Yes Yes Yes NtA answInkcEwkiliXgnligurtion) a gnaxlitlg/Outswhg; X cOnAguretlon) 11 k. Thenrre-im Flper-Classic and SmodlFSlar Nominal 8&#39;0 &qud;lmpact&quat; Glazed 1MI2021 Yes Yes Yes NIA Composite Edge Fiberglass Single Dora with Sidejta(a>(tnswing/9uiswing XO, OX Or OXo configurations) 12 7nerme.TU Finer-Gasalsand Smooth -Star NcinlnaeEdge 8god;lmpaoubleDomwth 221202 Yes yes Yes N/A ComPlfe Edge FLargless Double boo wdh a` without :Sideldes (lnswlM1glOutsWing; XX w OXXO: 13 m. Thertna7ru Flber-Classic and Snooth.Star wNanlnalminal bona) rifturC_ 88#39;88qud:lmped&quot Opaque 1221i2021 Yea Yes Yes N/A Composite Edge Fiberglass Single Doc ilh &quslMon•impad&Wo1; Sideli (InawingtOutswing; XO, OX a OXO configuralli 14 n. Themne-Tm Fiber -Classic and 6mooth-Ster Nominal 68#39;88qud;lmpaci qud; Opaque. 12812021 Yas Yes Yes NIA Composite Edge Fiberglass Double Door with Is c. Th-Tm Flber-Classla and Smooth -star 4mnc]8809p &qud;lmpad&qu A;.Opaque 12/312021 Yee YeYeNIA ingbDom wnhPGT 0"ludOh-Impa"qudt;adee(In"Ing/outswing; XO, OX a Ox0 cc^ligur°8ons) 16 p. TherneTru Fiber -Classic and SmoathStar Nominal 88#39,0 &qud;lmpa ndquot Opaque 12W12021 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with &qud;Non-Mpad&qud; Sldektes(MswmglOutswhi OXXO calflguraffon) 17 q. Therma-TruFlber-Classic and Smooth -Star Nomi 6&M;88qud;Nm•Impact&qud; Opaque 12f312021 Yea Yes No NIA Conposka Edge Fiberglass Single Door Mswing/Oulswmg,%'configuration) 1$ r. Thehme-Ton Flber•Classlc and Smooth-Sfer Nemirml6&#39;8&quotNon•ImpacAqud; Opaque- 122,2021 Yes Yea No N/A anPosda Edge F7berelaas Single Door with Sldellte(s)(Inswing/Dut-mg. XO OX at OXO. conA uratws 19 s Therma-Tru Flhar-Glessicand 8maotMSMr Nam al 6&#39,6 &qud,Ncn-Imp°ct&qud.Opeque 127J1Q021 Yes Yes No N/A Composite Edge Fiberglass Double Dew with Of wUwalde8 es (Inswing Odlawmg; XXwDXXO configurebwu) 20 1. Therms-Tru Fibm•Ciassic and Smaelh-Star Nominal 881&qud;Non-Impact&qud; Opaque 12/312021 Yes Yes No N/A Composite F_tlge Fiberglass Sngle Doe 0nswinwalg; X con8g.lmtia) 21 u. Therme-Tru FlberClassic and SnmM-Star Normi 8RWM;,0 &Wd;Non-InpectBqua;Opaque 12312021 Yes Yes No NtA Composite Edge Fiberglass Single Dow wit^ Sid el t.laytirrewingl0utswing; XO, OX., ONO eonfiguraligns) 22 vThemarTru FlberClasslcentl Smooth Star Norlud$8#39,0 &ged;Non•I Y4 apt&qud; Opaque 2212021 Yes Yes No NIA Ocanposke Edge Fiberglass Double. Dow wth our without Sidel°n.(Inswing/Outswing; XX or OXXO configweuons) 23 w. Thema•Tru Flber-Classle and SmoolMStar Nomhel 6&#3S83qud;Ncn-Imvwt&quo; Glazed 12t312021 Yes Yes No NIA Canpoake Edge Fiberglass Single Dow (Inswing/Cutswing; X conAgu.U.) 24 xTharl,>a-TraFfln-Claaa.andS—lh-�r Nominal$&#WAgad;Ndn_Imp4ct&qud;Glued 1221=1 Yea Yes No NIA Contri Edge Fiberglass Single Doer with -fite(s)ons) gOatawing XO, DXprDXG ScicliC. corruat 86#3 25 y. Therme•Tru FberClassic and amoolh•Star Nominalte Ecg;B-&qua;NmDouble Dow wither r 127J12g2t Yes Yes No NIA Composite Edge nswinFiberglassDouble bed with Or wlhoutguial' htas (Inawmg/Galswing, XX or GXXO cakgwa'as) 26 zTherme-Tru Fiber-Clesde. and 5mooth-3tar Nominal 0#38;08qud;Non•ImpapttFqud; Glazed 12/312021 Yes Yes No WA (mswiong/OutsswwingX%n�a�to�)°°w 27 za Therrna-Tru alterCI°scic and Smodh-Sar Nominal 8&Vig;0&qud;N.4,,,p ct&4d; Glazed 121312021 Yes Yes No N/A Carpoate Edge F@xrglaaa Single Xor OX 9idallte{s} tinsetmgADutswb9; XO. OX w OXO configurations) 26 zb. Themm-Tru Filor-Clash and Smooth -Star Naninei 8&#3g,0&qud;Nm-Imp°ct&qi Glazed 17272021 Yes Y. No NIA Composite Edge FlandirgeaDoubletswing Dow XX wltllls-fi aMca (Inariny0utswing; XX or OXXO OXXO son figurations)' c � Ly cu Al I1 \V O � O 2 � a) L "� O _ � O LL _ o CU o > Ti ' � �+ E A \ O �/� L V}e./ CL V,/ // /�� \V ._ � �. .c U Q Cate o /Subcate o 9 rY gory Manufacturer Product Description p A Approval Numbs s Pp Number(s) i Test Pressures Ex Date P• 1. EXTERIOR DOORS S A WINGING ar"py�aTrq. ThermaTru rt,i-. . Fiber -Classic GnLi, Smooth -Star .. a[{NDN 1M.PA j-g�•_y�,. j ':f FL2046 ,1 67, 01 67.0 "y�'if p 12/31/2021 2 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67,0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +30.0/-80.0 psf 12/3112021 B. SLIDING Mi Windows and Doors Senes 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12131/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8{)Ot}/8100/8200 #1105 (8X7) FL8248.3 l��y +31,0/-35,0 Ay 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 �-30.0/-33.5 12/31/2023 D_ METAL LOUVERED DRS _ � Curves Division of AADG, Inc 607,707,727,747,and $47 Single Pairs of Doors FL11537.1 N/A (see inSt sht) 12131/2025 2 WINDOWS ° A. SINGLE HUNG Mi Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HC]RIZUNTAL SLIDER MI Windows and Doors Senes 188 FL15351.1 r4 55.0/-55.0 psf T 2/16/2024 FIXED M I Windows and Doors Series 185 FL15349.1 + 60.0/-60.0 psf 4/3/2023 PGTSeries 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2. N/A 12/31/2024oN¶tl;galdal�a.(I^a^�Ga(�^g; Series 5500 FL261.1 N/A 5/26/2026 :Code. 1: -.or Date age Date Pounds Date TV" Yersiun Manufacturer Contact _End.-&Ucensa Validated av lid ed Submitted FED Approval Anwi Status Revision 2020 Drexel Wall, Inc. Jason Silumiale Zawcny R. Priest Locke&rwdem P.E. 08MO2020 0$/092020 06202020 IM3/2020 Approved Category: Roofing (502) 303.1511 PE-74021 (334) 300.1800 atmCdegory; Metal Roofing ishumateodrexmel.com Compliance MNhod Evaluatlpn Report from Florida Registered Architect our a Licensed Flodd4 Prdeaelplal Engineer _ , .'^^'-"-"' . .;; , , , , .:; ":.. '„ , , - - . i , ,s ..., ,:.: . •, , .. . .,::. ,. quagtvAsration D Approved Dse. Approwed for Z g P.M.B. Sea i Redact Model. Numbers Noma. Product Deawlotlon CorMract E1cNmtlan Dale In HVNE. outside HVHZ Resistant re . i IXexel Motel Rodlfinp Systems DMC IRONS, DMC 150SS, DMC 1M, DMC 2008. 12firin 5 Yes No NIA +0P180 DMC. 5V E. DTH E R 3e PANEL WALL A. SIDING G D James Hardie Building Proud. m g .,,.. ... ,,.• .�,_�_,,.,,,.,.,..�».. ........ .... _..,...,.»»._ ..,m.....,,._..,m,.:, .. - id not rdiePlank La Siding Cam lank La Siding a Ha p P 9 P g ...=,_u.xa-,.,..... _.y_-.. .«_....,.., ,.,.-_u,»..3,..-,,,.,. _...,>..,»__._..Y,...,v, FL131 1 FL13192,2 92 N/A 1 31 2/ /2023 SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTH E R -- - Florida Department of Business & Professional Regulation Page 1:of1. Building Codes and Standards 152024 Product Approval Application Detail - 4a ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab Dimensional T FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 10/18/2021 snalina � Bats gyp Poprlim gate Type Yetsion ManuFactNer contact Eiwlnaw&LlcensB Validated By yalldatetl ;may F9CAoproval Agpygy�ti Aflimretion 2020 Small Vent Produds Inc, Michael Gm^em Hermes F. Nwaro P.E, Locke: Bowden P.E. 12MWMO 121161 12282020 Approved Calegor;StruduralCdnPonents (877).441.0300 PE73776 (334)300.1 BOO SddlCalagory. Products Introduced sae Result of mfg@smedvenLcom Now ill's"lPgy CwiryHarce Method. EvaWebon Report item e Florida Registered Ardtkact a a -Licensed Florida Prdess1on0l engineer Duality Assurance A-,d rov Use Approved far Us* Imgjgt � p otlLw MadaL Npmb.raName Product aas"ItAlm Cmdract Explrztlombk � Outside WMZ Resistant , 1 SmeriVentModei#1640-510 Du al F.ndia Flood and V°ntilano^Vent 12t312020 Yes Yes N/A +400/-100 2 SmadVmtModel #154D520 DualtedFloodVenendVennlaHon:Vent 12/312020 Yes Y. N/A +100/100 3 SmedVanfMotlal #1640-529 Insulated Floyd Vint 121312020 Yes Y. Ni +100/•100 4 SmarlVent Modes#1$40.521 Insulated Flood. Vent 1213,2020 Yes Yes N/A +1001.100 6 SmeriVenModel #1540.52k Wood ;GaraulaDoorFlood dVent 12r31Q020 Yes Yes N/A -NA B Sm4riVentModel #154F570 Wood Well insulated Flood Vent 178,2020 Yes Yes N/A +100/•100 10 1 SmertVeni Model#1540.574 14:5&qud; Garage Dow Flood Vent 12/31f1020 Yes Yea NX N/A ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. p p. Off Ridge Vents g FL16918.1 - FL16918.4 N/A - 9/9/2026 Florida Metal Products Inc T Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DAB Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16-'FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076,1 - FL15076.2 N/A 12/31/2021 Florida Department of Business& Professional Regulation Page ,of' Building Codes and Standards 1/712021 Florida Department of Business& ProfessionalReguietion Nge,Iof Building Codes and Standards ,162021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869-1 N/A 12/31/2021 Product Approval Application Detail Product Approval Application Detail fi. STRUCTURAL Coca LM version Manufacturer Contact EngineerErn�&License Validated Bv. or � bon Date barinp sp Validated dffied �y�Q FBC Aoomval Aoomvad �jgtyg Revision 2020 Therma-Tru Cwporedw Steve JeapersOn Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 07/232020 07/12/2020 07292020 ,0/132020 Approved Category: Eztenw Doxs (8001643.7620 PE-43409 (613)7675555 subcategory: Swinging Exterior Dow Assemblies s)°spersonathermatiu.co Cwnpllarrce Method: Evalustim Repo" from a m Flande Registered Architect a a Licensed Flond° Professional Engineer COMPONENTS Entity or Dee ate We Pandn^ F1) - Type vapill.in. Mandfactumr Cori an Endrlaer:&'Llaertls°. Validated By Vandallod Submitted FBC,Abprpval A rov status Revldon 2020 Therma-Tru Corporation Dow Steve 41-7628 Lyndon F. Shcmltlt; P,E. Ryan 76Ohg, P.E. ION 32020 07/122020 07/30ft020 10113/2030 Approved Category:. Exterior Doors ($00).843-762$ PE-43409 (813}787-8555 Canipgance Method: EvalueUan Report from a. m SuRgulatedSwiArchitect a,.rtu Door Assemblies ajaspersonQfhamlatN:co Floridanda Regulated Engin Architect ore L cansetl Elands Proressimel Engineer A. WOOD CONNECTORS/ LISP Structural Conn, see chart <.._..._,. _ _.,_,„,_-•-..,_....__,.s,.Q.,.,-,�e.�.._...W__»,._._,__.._m (� ANCHORS �+ Simpson Strong -Tie /� srJ7. see chart B. TRUSS PLATES. 1TW BuildingComponents Alpine Truss Plates — FL1999.1 FL1999.4 N/A 12/31/2024 ;.: ,..:. twenty Aasurerce Aawowdfor Use J,, ,�ovW fa Use bribed DBsI4R prpdud Model Number or Name N Product 8&#39;n9scripflon a Corltrect Exdrebon Data Ig!lYtIZ Outside HVHZ $ey(ytggt Pleasure t a.Therma-Tru Fiber-Ctessic and Smooth -filer Nominal &qud;ImpactBquoC Opaque 72t312021 No Yes Yes NIA Composite Edge Fiber0lass Singe Dow (InsWinyOulawing; X CalAggmtlon) &qud; ss aat&quot wwith ,7812021 No Yes Yes NIA 2 b. Themla•Tru Fiber-Clesalc and Smodh•6lar Nordnilr-pos s, Edge Composite Edge Flbergless Single Oawwnh Sidalite(s) (Inswing/Ouawing: X0, OX w OXO wconfig8) 3 c. Therma-Tru Fibl:lesaam c and Smooth -Star Nintl e16&#38#39;8 &qud;lmpact8quot, Opaque ,2l312121 No Yes Yes N/A Composite Edge Fiberglass Double Dow wish or without Si (InaWingDataenng,XXarDXXD calAguratlws) 4 d. Themla-Tru Flber-Classic and Smooth -Star N-dr ai 8&#39;0 &qud,lmpad&quot; Opaque 121312021 No Yes Yes N/A Composite Edge Fiberglass Sngle Dow (inswinglOutswing; X conAg uratlon) 5 e. Themia-Tru FlberClassic and Smogth•Snr Nwninel 88#39;0 &qud;lmp°ct&quot; Opaque 121312021 No Yes Yes NA Edge Fiberglass Single Dow with Sitlelite(s) (Inswing/Outswing; XO, OX or OXO cantgumtlona) 8 ,. Therme•Tfu Flber-Cessic and Smooth -Star Nomi 8&Ja9;0 &Wd;lmpad&quot Opaque 12t312021 No Yea Yes NIA Composite Edge Fiberglass Double Dom with a without Stion.) (Inawing/Oulawtnp; XX or OXXO compos,Is Ed 7 9Therma-TruFlber-Classic and Smadh-Sour Nominal 68#39,88qud,Impass ed8quot, Glazed 1213102021 No Yes Yes NIA (inWn9lte Edge g; X c nligurmpe Dora a h, Thertn0ru FlberClassic and Snod^-Star Nominal 6&#39;8 &qud;ImpAct&qud; Glued 121312021 No Yes Yes NIAral�)a Comp teEdgeFiber lass Si gle) Composite Edge Fiberglass Single Dow with Sdalite(s)(Insving/Outswmg XO, OX or OXO configuradona) 9 I. Therma-Tru Flber-Classic and Smooth -Star Nominal e&#3g'8 'Iona i Glazed 12/312021 0 &qud, P d&9 N Yes Yes Ni '.. Composite Fige Fiberglass Double Door with a wkhaut Stlalims Inswin Outswm XX or OXXO ( W 0: canAgumtbna) roman Assurance AowowdrorUse Aporovetl fw USn'. I n 8 pradud Model.N mb or Name. Product Description Contract Ez siU� i^sot �# 5I_w Pr, plrallon Date. inH ouchadie HVHz Realmant Pressure- 12 I. Thelma TN Flber•Star Classic and Smooth Nominal e8d3 0&'dim 4c"-ud Glued,2/'J12021 No es Y N Composite Edge Fiberglass Double Dow whN our (InswinglOutswkCq:XXgf OXXO cmfiguraticns) i`.I,r�.B� aid+'-�.- , .:' j ,, .. ' , • .. ; .._ Qudlt, Assurance Aoorowd fw Use: A waved for Use Imu el D°sran. Si Rodud Muriel. Numbaror Name Product oescriotlon Contreof Exdmtlom0ete In HVHZ. outside MVNi Resistant Pmsurre 1 eTherme-Tru Flber0laaslc and Smaoth-Star Nominal G& ketouct,Non-impact&qud, Opaque 12r3moi No. Yea No NtA Cwnposte Edge Fibe'Ifid. Singh Dar �nawing/Dptawing; Xomfi°"" ,': CD �' '� O -a--+ w (DCwmpol O S_ �J L_ N Cn M W W Q �a Z Q .__I a • MiTek Industries, Inc_ Truss Plates FL2197..1 - FL21.97..5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LV L P-5 L LS L , T T FL6527.1 - F L6527.5 N/A 3131 /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 Page 1 of Building Codes and Standards 1�2�, Product Approval Application Detail j i i� Od eon. t'p _ _ r] . _ ! e products listed below did not demonstrate onstrate product approval at plan review. I understand that at the time of inspection of these products, the following information. must be t+ �+ P a��r available to the inspector Ion the •obsite• 1 copyof the product approval, 2 p � 7 ') 1- 1- p '% ; I _-..e,-� _ - _.__.�__.-...>_�..... �.. ___<.._,=-n.....� - __ __..,,_.. s_n _.. _ .�,.. ,. �e ...._.-_.�Ma_,_.._..»..__-.,-...,_._.._,._--...�m_._..._:__,...._.._,m.a�.,d,,......_,.,........_:...s,,,-.-,..T,-_,-......»:____....,_.._...:.,r�...,,......._.,,._..___.._�_......�..,.t,.-.__.-_m-, _�.._�. ..>:� a�.».......<..�_-._.._..___...F,..a,.--,a,__.TM__..,.,»-_-.,.,_�..,,.�..__..___.. .--�...<_.�,....�,.�-._.,.-...._.�„_,_....--..-��..T.,._.s .. �'��� ___..r.m : i C s t e � i p ^ t I 1 I ) )�• S ;¢ S _,.�.,...r..___._.._._..,-....�__...._.,._.....,-:...��._.T,_.<.Y._.,,.».._.,_.__.__..._n_.._.,^.._._�....._..„.,____.....m.�..,.n,�.a,.�_...-,�..__»__._..<.-._.,...,.,...-�.-....................._......,._...s._____r,_•..,:...�..._.....a....._,.,.,.,_.,...._...,._.._,___,,,.,,,«,......._,«„_.....tn«»�.<....__.,.�..,.»__.__._.:.,._.,._.-....,,._...»...__.,.,..�,..:,._.v._.._......._,_...,..-,.,.,»_......__•__.:_._..».__.,.».....e.._n..,_.._.,�__, i I ? I i 1 `' r. i 1 , S 1 rkl r � Daz°PenMo �° TYg@ VirNon coma<t Engineer Yatl av Validated wee J:J3g.Aggtmtet poworea �tSYt �tt Ytl!>blml Revision 2020 MI Wlndoxs and Dons &ant Sltnnger Luis Roberto Lomas Seven M. Ullen, PE 10A62020 10A62020 707192020 12M52020 Approved -: Extener Doors 71 365-3300 PE-62514 717 317-8454 SuNCata9or: Sfldfng Exterior Dow Assemblies ttllnlie �miwd.00m Corm lance Method: Evaluation Reportfrom e M Florida Registered Architect or a Licensed,FlcritJa Professional Engineer ,,FLW,5332.A6 Phhtlpe(s.,.,,.a :. c•,,. ''. ., 't .,, ,. .. ,,. ,z. <, a _ .. ,.. :. ., , .,:, .,. _ ,., ,<:: , ., ,, .._,».,,_,. ,,,. _ .. .. OuaIINAssrance Aowowdfa Use Apaoved fa Use broad be.],wkhout6ldelHes seal Product Nadel. N-ber or Nama Product Daswtodon Contract Emiratlon Data In HVHZ Outside NVHZ Resistant P nua 1 SERIES 430 ALUMINUM 9GD 5420 ALUMINUM SGO OXO 12/3,2024 N Y No NIA SERIE ALU o es 145-3/4 dxtO&q :NON -REINFORCE° 842 q 2 SERIES 420ALUMINUM BGD S&q otX20 quOt;N N-3GD0X XO XX ,7/31202 No Yes N N/A 4 o 3 SERIES SGD REINF RGED SERIE6420 ALUMINUM SGD REINFORCED OXO 1?!31 4 No Yes No N/A S420 ALUMINUM SERIES O 292. 145-.3/4&qud x96&quof 4 sERIE5b20 ALUMINUM SOD REINFORCED 9ERIE342D ALUMINUM SCtlD REINFORCED OX: 12/312024 No 'Yes No NtA x0%X 968 ud 9fi& rid' q ° , 5 SERIES 420 ALUMINUM 9GD REINFORCED SERIES ALUMINUM SGD REINFORCEDXXX 12/312024 No Yes No NIA 143&qud:x96&Sud: a s - I__..._,...,..,....w,r...,�.._.,..�__._._.....,a.._,�.m..»_�.m�..._......�_..._ _,._._»�_..,_y€ �_._�._____<»�,-._,:_w_..,.,A..,_..._..._ ___....._,�.w.._,.�_.a.,,....._...»._..._..__...�._:.�_.�.'�__.,_,,...��»».�.�.._:.,�:<.__,..,..,._...._..<»»......,,.«„_e.�......�..•..._.... _..._...::...m.....� ___.._....,_.,__._. ,_.,.,. .n...»�_..4.,._-_..._,,...e._»�..._....._.,_..__..__.:_,-._.a..m.�..m.._a......,_..»..._..,._,.'��__.�<...»____.�.».-...�__.,_....�».._.»..,.-.,.� i._...._..,.._........,-.»,..a,,._.,_,._.............. _._� �-' i [[ 9q t E i • --••-•--•_-..M--»•-•-u-=---->-•-=--M•-----••«�-•»�»m•--•;-- - •-_----•»«-•-�•---»-«-------•w•--R-tt--•«----«•»----•----------•----�-•- , •- P APPLICANT SIGNATURE DATE E...,..�..,a„�.n-...m.�>M,..�,-,n,....., ,... ..�<.,.:;,�. �_�,-..�,.,«., A.. =...-: .�,.,..,.,n.•- ...,.-...�,.n..,,�».,..:,,,:>.:,:..-.M-� ,-,k...-., �«.,•.,..,-.�„w,,,,,,ac��«�,.m�.,.a.-�,.,.�.,,.. 8 I 1 � Florida Department of Business &Professional Regulation Paget qfi Building Codes and Stanffards i,sem27 Product Approval Application Detail Florida Department of Business &Professional Regulation pager d2 Building Codes and Standards t912021 Product Approval Application Detail i i I � � J' . _. _ , _ _ •,��.�„�...�..,,�,,,.,.��,.,,,ww e.Mw�W,��.,R� _�,„,...:.. _,�r,—,�.,,�._,,,.,,�.�,.,,_. ..,,,,,.�.,,�,u,,.m.,,. ,..,,, ..,»,...:...,..,..,.� .,_y,<�., ..,.�... .., �� ..� , .� ,..._.......,� �..�._w�,...��.�.,�....,�m,��.,nww.�-w coda jay cr Call race 009 Pending Dig jypg Version Manufacturer contact Fi dmeer&Ucamse Validated By Validated FSC Approval Anprowd a42tlgt Rmnslon 202D PGT Industries Jana Rcsowskl Mlar i-Dade 6COO' CER Miana•.Datle BCCO- VAL 111192020 10262020 11242020 App—d Category; Exterior Doom (9411486-0100 (786)315-2590 SubCatrorY 911dn0 � Compllant°M°mod:terior Dow Assemblies j dwffk �pghntlusldes,p riM<atlon Mend w Listing ore - Ex _ , - ., .. > �( ti ... ,... . ... Quality Assurance Aporoyed for Use Approved forUse Imbed Do"Prdessiael aen # ggt, NedN. Humber or Norma prroduct'DeecriMlon Contract Expiration Deter In HVHZ.. Outaltle FNRZ Resistant P—re 9 SGD-5570(Large Ml9alla Impact) Vinyl:Stidn9 Glass Door 04/142021 Yes Yes; Yes WA Code Eijlyw Data ye Dale Pending Dal.: Type Version Manufacturer Cow Elder ne&License Validated edaled v VallSubmitted FSC Approval Aboneved Status Rev151on 2020 Wayns-Dalfm, a dNlsion of.Overbaadl Door Dwayne. Korman John E Scares: Jeffrey P. Ameaon, P.E. 102/2020 M912020 1g232020 17/15=20 Approved Corporation (330)753-8121 PF-51737 (904):621-5200 Category; Exterior Doom. dkomlelowayne-daennx Suite tegory• Sectional Exterior Dow Assemblies: 'ore Compnen'P Methgd:Ewlyailon Report from a Ford. Regintered Architect w a Licensed Engmaer FCY2AS.R1➢'P ar^irefs..z, -, . QueIIN Assurance doorL -' �w for use Awrowtltar ua Imoad Deai�rl Alta R#$ict Model. Nnmherol Nsma product Description Comr EmlrYloni In Hi IMsida HVRi Resistant Pressure. 3 BDOtY$16075200#,105 9&#3g;Max width. 1401Max helglrt.Gluing 12/312023 No Yes Yes +31.00/35.00 ayaA0.bie In top w�mtermedlateaedlon. 10 800016100182PO #1123 16&#39, Max wldh. 14&#39; Max helght Glazing 121312023 No Yes Yes +30.ODA33.50 avallable In top or lntemiedlate Motion, SHEET NO. PA 1.0 r a a Florida Department of Business & Professional Regulation Page I ofI Building Codes and Standards 15rm21 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i d2 151202/ Code Entilly t 2d i pate Date Pending Ra T". Version Manuradurer collect Engineer B Upperae Validated Ill Validated Submitted FECAcoroval Approved Status Resi den 2020 MI Windowsen l Maas ailSillin Slinger .American Architecture] at... M, urich PE 112 2020 i i222020 11 82020 rased si d g du . 2I .. _ 2 App Cateppry:'Wndaws 1717J 365.3300 Manulepturees Association (717)317-8954 Subcategory: Fixed badtingerdgmiwd.com Compliance Method; Ceniacal Mad; a Usling fl^ F tM4 Produss. ; rSreibv Asarralce Aporowd for Use Atonal for Use lmIsta Dees® ap 8 gProduct Node). NUMsr or Neale Product Dsacdptlon Contract Expiration Dsis g�i1,())j outside de H$g{�e(jt Pnlsure 1 185PW 79 x 72 insulated Glass- 041032023 No Yes No .60/-60. Florida Department of Business & Professional Regulation page I of Building Codesaol Standards IX12021 Product Approval Application Detail Code Solar Data Date al Pendmn DO. lvB§ Version ManufactureCentel Endriee&LiceneeValidated By Validated Submitted FECAm-al Approved Status Revision 2020 James Harare Building Protlude', Inc, Chad Dlercke V.Andrew Tan John Southard. P:E. 01/05/2021 12/142020 01.0612021 ding FBC Appn Category: Panel. Wells ($Us) 545-8359 PE-81662 (352) 367-2526 Subcategory: Siding drad,i laroksilillemesl l Compiler-, INetNcd: Evaluation Report from a s-:pip Florida Replffiared Architect or a. Licensed Florida Professional Engineer ala.a nN _ y; ,.r. J 3. r, kk �. , ..- ,,,xYcF iRr i.. '.. ,v Y::v, a, , 1.,�'rx a, na.,x .. 1. .. un .x,. .G` _ Y.' .+Y.n ... F. x� .-: 11, Quirky Assessnc, Arror,wdf,r Use Appeal for Us, ippsag Design Sao # Protlutt Motlal Narber or Napu Pradln Oescdotlon Canrract Fxdretlon Date In HVHZ Out" HVHZ assistant Pressure 1 Cemplank Lap Siding fle-cement lap siding 12/J12023 Yes Yes WA N/A 2 Hardielolank Lop bSding fibeecoment lap sidirtq 12131iM23 Yes Yes N/A N/A -&I CU t!) Chi N -"- Florida Department of Business &Professional Regulation pg4elolz Florida Department of Business &Professional Regulation Page 1 P 1 Florida Department of Business &Professional Regulation Page 1 a1 U Building Codes and Standards is/202i Building Codes and Standards. ifJm21 Building Codes and Standards I/5 2021 O ..Fa Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L N O LO a Co � 21kJam$ � 2& :Date Fording E»gtnea&uconsa Validated ev FSC Approval 2" 8ggtgYeg Cod" Sol Sol or Data Data Data Pendlrla D£/e Code; Final or - pig � OatsPendmd Oata '�'^e IM (�'• AM YMs19p. i1aD{dafdateL iftlg�ed 'ran i1H72➢39.1111712020 11272 020 r91NlTle .-d Approve jyp.: Version Nariofachuer Contact Enalnoar&, ucense - Validated By Validated 'I1N620Z0' FBCAoprmld. Aripm.4 status Typo Version Manufacturer contact 9-Ineer&Licerese Voridsted By Vallell tSrMnlNed. PBCAmto"l Approved $tabl Tr U Vr/ 0e Rewslon 202 NiMI Wntlovsand Doors Category; 1 ll-h PE 8 n 3dlingar Amer..Amemm�Archd etu Steven M. d 30-3300 'Manufacturers Association 4717) 317.8484 Afllrmatlo 2020 PGT Incustdes Jdre RosoNski Mleml-Cade 6CC0-. CER. MIeM-pads BCCO- VRL 11A52020' NN719/2020 Appdo✓etl RdVlslon 2020 Ml Windaus:entl DoGa windows &ent:,lgthnger AmencanArgttrtenurel Steven M..Uilch,; PE 10rU612020 10N6/2020 ig/19/d020. Approvatl a�♦ wridows (717) t:si Category: Wndews (941) 466-010D (786) 315-2590 category: (717) 365.33DO Manufac(urers Assoclatioh (717) 317-8454 Subcategory; Single Hung Complance Method-. CadlReatlon Mark a Listing lingorgriwtl:wm Subcategory: Single Hung jroeaaskl@p9ineuffides,c om Subcategory: Hozotel Slider bsitlingeramiwd.com V! _0 U uallwAseurene9 ApproYedrar Use Approvedfor Use Impact sl Compltanc, Method: Certificahm Mark a Listing .,. -..:_ ...-,,., ..;�.: ConargancaMethod: Certification Mark in Listing 9 # Product Model. Number or Name Product Description Codrad Expiration m Outside HVNZ � Reslda Itt a �_ ... - .,-.< .,,P Blsrodlart_„�_ . • ,.-.: r_ �. < ,.:,.. _w_<,.. - toot, ..,._toot ...,. .,..r- .. _... , ,... _. _..� ,. ,. ...-...s..-_... ..._.,_ _<� __._. _. ,_ . , > . _.. z __ ,..���,� -_. __,...: ,- .. ,..., .,. ,._ .. .. __.-,_,_. _. _._,<_.. _.: _ _ :.. .... _r .. ..toot_. ..,_ .. _... .. -...::. .... ._ ..._. .-.. ,::. .: __ .._. ,,:.... ... _�, � ELdN535t4iB I'ta +_.. . _ � ,. s,s _.,.. -. .. ,. _ - -� �.�. _r L O 2 185SH 52.72 F(n/Flenge Fmme ICSG Single Hung. 1110512023 No Yes No +80%80 Ourelity As adsorb Anorovetlfa U,a Aoprpwdfor Us, imp J Guests, As&ranau AitrosedforDas A:oomvadtorusa e, gppagj ii.FJlm fir � � _O Laminated Gies 3ee0 Product Model, Number or Nam Product Description Contract Expiration Date in HVKZ Outside NYH2 Resistant Winning. All Product Modal.Nunex or Hama Product Description CMtb'adt Exolratlen Date In HVHZ Outside HVHZ Rearlstal PNssunt C O e a • •. 2 SH5500 (Large Missile Impact) Vinyl Single HungWred'ow. 071302025 Yea Y;et =Yes N/A -I HHIS188 Fh and Flange From, 73xS2 Insulated Glass: 02118ii No Yes No. r55/-65 CU . CU O ca O .- Q - if .= ( i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pages oft imn2N Code Entity g ost. 094 Date Pendlna Ode _Type Version Moms iieturer Carted Frei Ineer&ucerrse Validated By Validated Bull d FBCAporotal Appeased Sl�tus_:., io 2 PET industries Afrtnffion 020 Jena wski Miemi-Dad. SCCO-CER Miami Delde BCCO-:VAL Row 11/05202o 11f052020 N111 /2t720 rcvetl APp. Category: Wndows (941)4116-0100 (786):3152590 Subcategory: Fix Ireemskl@pgtlndustril Compliance Method: Certification Mark or Listing. an - j - <-- - Oualdv Aawranaa. Amrovadlol A�oaroved for Use fg'l= critical, Se19 Proi Modell Number or Name Product Description Conan Excitation Date In HVHZ oultdo Him Retire, Portraits 5 PW-5620 (Large Missile Impact) Vinyl Fixed Window 04/3042026' Yes Yes Yes N/A Florida Department of Business & Professional Regulation pagan of t Building Codes arW Standards 102021 Product Approval Application Detail .gam Em9v or Us. Data. Data pendnn: .Oafs Typo Version Manufactunt Centel: Endnoer&. LlcereseValidated By Validated Submitted. FBC Approval Ao'oroved Status:.. Revlelo 2020 Aisles Nick Thempeaon Lmpdot F; Schmidt P.E: Ryan J. King, P-E, 102612020 10262020 11/022020 1211WM20 Aw+ro+" id Category: Panel Wells (NO):'922-2389 PE-43409 (813) 767-6555 Subcategory: Banks. nthompsol@ale de,cdm Compliance Method:: Evaluation Ropedfrom a Fiords Registered Archbact or a. Licensed Florida Pre(essicied Engineer `..fi{:ki62'fPn.R'0 „ r4!htk'iels .c ...1.. ... t r ,. � r,c i . 4. '. -, a. ,,. e m' ,,.�.as,,. , :. .:' ' 'i '.., .'.y, N n r ' QudNV Asslrenca 8norowdfor Us, Approved for Use :Impact RFJiim flog$ Protluel Nadel. Nrmbagr Name Product DeaMotion Contract Expiration Dale In HVHZ Outald,HVHZ assistant P-sum. 1 a. &qud;2T&quota Soak Vent or Solid Vinyl S.M iN312021 No Yes No N/A 2 b.&quotjUllance. T4&qud; SoMl Vent or Sold Vinyl Soffit 127342021 No Yes Me NIA Florida Department of Business & Professional Regulation P.O..I oft Florida Department of Business & Professional Regulation P.O.1 d Building Codes and Standards i/612021 Building Codes and Standards 116=1 Product Approval Application Detail Product Approval Application Detail Cod Ert ty or Data g'te: at, Parnell gate Cod$ €&uc [We Date Pending Data Data1efbtnl Ti Manufacture CantEndhe&Lcerec Validated a 'submitted' Validated eer PaC ooro Aprov su " �jg Version Manufacture C .teata Volltlffie! BV s" ,W,e Validated ' Submitted PAC+plroyal A rose at $„Ayp Revision SAZO Thom son ArchitecturalTonyChristman L.V. Thompson, Inc dba p Zachary R. Pried slew M. With, E sbna N en , P 091N 72020 09/182020 0927R0 ZO 2 1' 12/ 52020 Approved App ovetl FloridaMetal Products:.In.. Revlslon 2020� C[akJones James L. Bucker P.E, Stevan M. Udnl PE 0927/2020 Ot3252020 0' 4 0 1 Po 2 20PP 11211602020 A raied Metals Company(TANGO) (813)'.2483456 PE-74021 (717) 317-8454 Catagary: Rodmg 904 703-8400 CSUCK gmeertn 717 17-8454 ( ) En9 g ( ) 3 Category: Rod" toyppgmcem oeta[ro0fing. Subcategory: RooAccess as that ere en ting clakagam e.eom PE-31242 Subcategory: Roofing Accessories that tic at Integral Part tim the Reng System Integral Pan of the Roofing system Compliance Method EYaluation Report from a Compliance Method: Evauaton Report: from a Fledda Registered Architect a a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Englna Professional Engineer 9 4 m . P Lr21 Hsrtiuds. I 5 `� „ 4. r y���,ap A S:Prrydlna IS,mono +, w .. ,, , . ,J ..y.. .. v , . ,. -, .. , • r x d ,.. .... WFh .- .. . ..:...... .. .... . . .. ,....., .. .. ,. ,:. ,� , . _< ,. ... _,. ... zz:s.. .. „, Quatgv Assurance Aoaoved for Use Approved for. Use Impact Deadest QuaRV As,k mm AuorowtlforUse Approved for Use Wawa Detail sea a product Model. Numbaw Name Product Description Contract Expiration Data In HVHZ Oul HVHZ R.Nd.fA $emus 9e9a Product Model. Nudaaa Nam Product Dasafotlon Contract Frptration Doe 1.R10i Guteltla HVHZ RMildail Pressure 3 3-:FLAMCO Belli tO Ridge Venr& not Aluramu mRidtie Vents forpitched rook fabricated 12/0 No Yes No Ni 1 TAMCO Flat Top OrPRldga Vent with all for Tile 26gesteticroolvenaletorwdpbelfle 03r092026 Yes Yes NIA N/A from gi Aluminum 2 TAMCO Gooseneck Vent 26 ga. 09/092026 No Yes I +0/I 3 TAMCO CIPRIdge Roil Vent with Bathe 26 go: slatla ropiven8lator with Integrated oafs 09M2026 Yes Yes N/A NIA 4 TAMCO Round Top Off-RltlgeVent with Bate for Tire 26 ill stallcrodf-filet-th befit 09VCO2026 Yes Yes NIA NIA' Florida Department of Business & Professional Regulation Papal ofI Building Cotes and Standards 19=1 Product Approval Application Detail Cpae al or 2di die DataPandlnd Rya anuragurer amm�eer&iubns, Vatldafaa ey FBc Approval Cmsad� YAugall9 e�ll[Seg' Aggrieved status ]Y.aS version p Rel4d 0 Global'ProtecOak.Products LLC. Tim Robinson Walter A. Tlllit Jr. RE, John Knezevich PE 09A82020 091082020 10R/2om 12116=20 roved tln 2 20 , ,. APp Category: abutters (954) 609.7545 PE/4167 (954) 772-6224 Subcaegory: Stem Panels 1[m,mb1rson@gpper1i Compliance Reporto from a alp Florida ReghtereAPtoaeot a a Licensed Florida Prole chord En 1A 'neer _ _ k i4 S id'11Ird7$.N�thdttueta r-11 r '1' P p Quality 11 Asthmatics Approved for Us, �Aprsavatl tar Use INga4l Claim Al" Product Model. Number or Names Product Description Conan Emlmll,, Data In KVHZ Outside thl Re dis ent Pgasure, 1 20 Gage Gelvaniead Steel Storm Psr.II Canugeted Gatinar d.Seet Storm Panels retained 12/312021 Yes Yes Yes N7A or not by mail to provide Hurricane protection- 2 24 Gage GeleanizedSteel Stem PaneIs NHVHZ Cotigeted Gelierhzed.Steel atom Panels retained 12/31/2021 No Yes Yes I a notby trucks to prd�.!kle hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i oft Nrf2d21 Cade Sol or cled. Data Data Ferrara Doi. z a Version Manufacturer Contact .Engross& Lkens„ VNldatetl ay yalltlaed Submitted FSC Approval Approi -Sf" Revision 2020 MITek Inc. Erin Weldor ICC. Evaluation Service, LIC ICC Evaluation SerYlce, 10N2120211 09/302020 10/1'112020 Approved Category: Structural Components (952)898-8635 LLC, Subcategory: Truss Plates ewalrlenamlloom 4205) 59918800 Compliance Method: Evaluation Report from Product EvaWation Ent h L ex at erodmm F . - �- , . - - 1. < �� ' - 91111l "111M a goad for Use amrawd - Tor use Rtft Aw Product Model. Number or Names Product:Deserhal 92MEMIt Eimlration Data. In Hi outside HYHZ Resistant Pt4auru.rs 1 MN8SH6 18 ga, superhgh strength tmsscmnectorplate. OM02021 Yes Yes N/A Ni 2 Lai Is 16go, trust crm.cmrplde 0B202021 Yes Yes Ni WA. 3 MT18HS 18 ga. high Strength trusacanneda plate OB1302021 Yes Year N/A NIA 4 MT20 2f).geAne.connedorplde Ofiril 021 Yes Yes NIA WA 5 G(T20H6 20 call high stronglh Inniscornedordoe Da/302021 Yes Yes N/A WA. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. t or 1 V712027 Cobs Em1" or 20 chats Dal, Patch, $ter ma vandgIl Manufacturer Contact F1t,lnaerB Lltensa Validated By Validated submitted FSC AraorMraL Approved Eaton Revision 2020 commercial concrete Produns,lnc, Roberteillis Samuel A Greefiring John Hoy 12116/1020 12//82020 12/2WO20 ding FSC Appn Category: SlNnuhai.Component. 1813}659.3707 PE.:34245 (352)588-5311 Subcategory: Predicts Introduced a Resua:d precedgntortlyahoo clam New Technology Compliance Method: EYeludlon Report from a. Florida RegmtereclArchdect .. Licensed Flodda Professional Engineer , Qualify Assurance Approval for Use. Approved for Use Inroad Doalm 63# Prol Model, Number or Name Product Description Cartel Excitation Date In FI Hi Outi lda HVHt Resistant; Final 1 Ouelity, Precast a Commercial Concrete Products Precastand Prestressed Coocrere. Units 05=2024 No Yes N/A N/A. Florida Department of Business & Professional Regulation Fall art Building Codes and Standards ii Product Approval Application Detail 2991 Enboror - M Ill 20 Data Panel emomommom M ]Yg8 Vemion. Manufacturer :Engineer& 'se' Validated ev LlSAt1_ Ys.9 f SCAporoyal. Ainorovad Etas: Reviso 0 G 202 lobed Protection Products, LLC. Tim soWalter A. Jr: P.E. John W. ah PE 09/082020 m Robinson r A I t n Knezeyl , 09,08/2020 10Pot2020 12116=20 A -roved PP Category; Shufters (954) 609-7545 PE-44167 (954) 772-6224 Subcategory: Stem Panels tim.rolor-Qgppent.cam Co ance Mathad:.Evaluitar Re them a mpH Poi Elude Registered Architect a a Licensed Florida Proressional Eng neer t k fi :- J xa -- n ; V fi: T p t:: Quality Assurance A roved for U a Appro rid for Up San • Predrtt Model. Nunberar Nama Product Description Conr an Ermlratlon Data In HVHZ outside, HVHZ Resistant P�lg 1 20 Gage Gdvanized Steel Stain Perels/HVH2 corrugated G.lionized Steel Stem Panels retained 12i112021 Yas Yes Yes, N/A. a not by tmdk$ to proirttle hurricane protection, 2 24:Gage GMwnlzed:Steel Scam P8neIs/NFNHZ Canrgated GeNernlzad$ieel Stem Panels retained 12/3.12021 No Yes Year N/A a not by tmtics to provide hurricane protection. Florida Department of Business & Professional Regulation Page i dI Building Codes and Standards 1n!lo21 ProductApproval Application Detail Cade Srftv or Data Dot. We Pandora ,DMO A(pg version: Manuteeturer CpOtggl Eyolnaer&ucansa: Validated ev: Valitlatatl Mateo FBCAporavffi Approved -.=ae Revision 2020 Weyerhaeuser Rob;BellWln [CC Evaluation Seni LLC Ian Lehrer: P.S. 101132020. Applied For category: SINcturbl Components' (253)e24$478 (606)839-.3268 Subcategory: Engineered Lumber 'Robatasidam@wayal COMMA nee Method-, Evaruatlon Report framer. eueer.pom E Product Evaluation Entity - 4tll��iti_ 1­ . 7 Plbdispr �.,_„ ,. ., - '. - ... - - , QuaN .-Assurance .Apo; pf 9Y$� for Use Amroved for Use "' 1t988Fi- , iia7lm al" .Product Mogen, NumberorNama ProductDeseridinn Centred Eincitation Data fe:Hvi Outside HVHY. $fgillifiJaDt PLaswm - 1' Mlcrol V L lam L L Lemon -Vander Lumber 1 sled rnb. OS/3f202 No Yes WA N/A 2 Parallel Paid. Paellel Strand Lumber lllaM0Z7 No Yes N/A N/A 3 nmberStrand. LSL Laminated Strand Lumber GMV2027 No Yes WA N/A 4 TJ Rim Board Sbuduml Composite Lembaror oriented Strand 03131/2021 No Yes NIA N/A hoard Rlm Board 5 Weyerhaeuser Rlm Board Cnented Strand Board Rm Board 03/oUl No Yes NIA N/A Florida Department of Business & Professional Regulation Page I of Building Codes and Standards' 152021 Product Approval Application Detail Edilvor we gate Data Penang loin Type Version Mouraelurd .Conran. Endnaer&Menial Validated Ilk Validated submitted PSCAmrove( AApp;.red status "'- MI aossand Doors ReNsmn 2020 Wn arotsti -er .Inn_ LUISR idmes, PE ,Steven M.. Udch PE 0 10/OB/2 20 10106Y2020 1D/192020. 12/152020 Approved Category: Wnd- (717) 365.330Q PE-02514 (717)317.0454 Subcategory: Mullions IntlingerilImtned.00m Cornpllarrce Method: Ev,luaral Report from a Florida Registered ArchBcct or a. Licensed Florida Professional Engineer $?AP Product all Number or Name Product Desalotion 2 5764 Veaical Aluminum Mallon Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 qr2 1/e/2021 Code Enmv x Jute ,049 .Data:Peal 040 1,j(PO Version. Mmuracturor Centel. Enolhear4units. Validated Be Validated :mod. PBCAooioVal AUomded &ciao: Reulelon 2020 GAF Wilhoel Stich Robert-Nieminen Jelin W. Kne ni ich; PE 092672020¢ OSV212020' ID/Di 121/52020 Approved Category:Addng (800)?66-341i' PE59165 (954)772-8224 Subcategory: Asphaa Shingles metiehogirl Campll-Mognod::EvaWet on Repot from e, Florida Registered' Architect c a: Licensed Floods Profession) Engineer' 1rr aaxwtail„ .J "H. 28 der. 1. ;, G .,F.r, ran ..,^�. ,,_. !ham,:: n 5. : n QNt., s�::- ,• �t ,,, �I err... �-„_ ., _ ., .. :. » .. Y .. Quality Aaswanca Aoorowdfar Use Aoorovreit far Use Impact 22= Sep# PratW0 Model, Number orNauw Product.Dasalptlpn Central Expiration Data In HVHZ outs gHVHZ $niji g✓essSrs 1 WAsphae Rocr Shingles Fiberglass reinforced 3-tab, andrutted, Stab and 12/1s2022 No Yes WA Ni fripAdgeasphafishingles - Florida Department of Business& Rrofessional Regulation Paget oil Building Codes and Standards 1,712321 Product Approval Application Detail or Data DMg of" Panama DMa. Will Version Manufacturer �ata Valtlatetl B FBCApgroyel Aggiav9al -: eivito 2020 1- anco R an Katrina Jelt Jam iL: Buckner, PE. Steven M. Uho PE ey es r 1 020 1 0 f2g 0 t 232 1.23202 ti 2P2 FRO rang R APpc Category: Roofing. 501 98 -6163. PE31242 ( ) 3 71.. 3 7-0 54 ( � 1 4 SubCatsgcri Roofing. Accessories that a re: an klelley@lvrornm.can Integral Pan tithe Roofing system complianceMNhod: Evaluation: Report ban a Florida Registered Ardiitect as Licensed Flodda, Professional Engineer t$1s a6'Prndrdrp x11 _ , S �,.:, ..:.tea.-...^",.,., , ; . , ,..,sr, . , , .,.c .. , .v a: ,...,: „, „„ .,i ...:.,. .: < ; ,....,, , ,a .a.: , - caught Assurance Aporoveafor U. owner dforUse A m ct J� oeslon.. s - Product Model, Number or Name �# Produces Desalpaon P c Expiration Data �rl4att In -Outride 14VH2 t+�Lx' Resistant �_ Protests. f Derai 'v OAA orTR1-.Bu18�Dsck-Air DA•4 Low Wall Polypropylene Plastic; Rod Vent 12/102025 No Yes No t975Fe7,5 Mechanics* Attached to PlyvoodDedc. Florida Department of Business & Pr.o.fessionaI Regulationt Pellet ofl Building Codes and Standards 1n2021 Product Approval Application Detail Cod$ Eraw or Di lifiall,' Deft Palalrst am- zipVersion Manufacturer CmuEngineer Ideal t Valkffied Bt YJgffiffi Submitted ApprovalAorpv aa %gM: Rnt'ill 2020 Al American Shutlers and Glass Mike Berried Frank L. Bernardi PE Tr'Bishop. P.E. 1 8202D i0f152020 11aD52020 121512020 Approsed Category: Shdtem (561) 712.9682 PE-0046549 (954) 947-0880 Subcategory: Storm Panelsmlkabge8 nnedcanshude Compliance Melhotl: EvaWdtai Roped from e. rscan mP Florida Registered Ardni(ena`a Leal Fiona, - Prd on Engineer essi al d :.k l h y '' S I sa 3aBtl i44 dFoalaeCia * s >' }i 4 t 1 � _. - Qud[ht Assurance Aporovedlar Use roved far Use I -� Des) � &I Rotlud Nadel. Numbs a Rama Product Desorrotlon CarNragt Expiration Offie In HVHZ Outside HVHZ assistant Preswro 1 24ga Gel --zed Steel Stem Panels 24ga Ged-iz.d Steel Sterm. Pagers 12/ nil Yes Yet Yes WA Florida:. Department of Business & Professional Regulation Pagal oft Building Codes and Standards 1m202i Product Approval Application Detail Code MMY or ,Date am- Data Pending ¢je Mail Version MenWatfurer C.Bm�t Eitd»wr&License :Validated EW Validated Submitted FBI .Aoar l A(+ga>IlI Revso.. 2020 CAST.CREiE:UBA, LIC Craig Ma.mi'..Dads fill , GER Miami•.Dde BCCO.. VAL /12N102020 . III77M20 APPrw Category: Structural Complainants (81* 621.4641 (786) 3154590 Subosin goi Products Introduced as a Result of gpamno@cgskina e.con - New Technology Compliance Method: CerNBcatlon Mark a L sty g FLYA'3&R1SPiedu=.. ' - Quality proved for Use Qu Approved App roved for Use D (r lsApt.. _aFJgO §19A Prodrd Modal. Numbs'or Nam,. 'Product Desolotlen Contract Expiration Date 111HVHZ. outside HUH2' Rq(g(apt Pressure gh g Lin 1 HI Skan h Concrete ens 4.6i S. and 12Inch .roe lintels: 0521ti Yes- Yea NIA N/A Florida Department of Business & Professional Regulation pager oft Building Codes and Standards 7/6/P021 Product Approval Application Detail Cod. finger or. ,fie ,OK4 Data Pending ,DO. 10 Version Manufacturer Contact Eldirriel Ucenes :Validated Valldatetl :Submitted FaC.Approsa Approved AaA Affirmation 2020 PGT Industries Jan. RosoaSM- Mlard Dede-EOCO:•CER MlaiDade: aCCO-VAL 1N/b52020 11/052020 11111/20z; Approved Category; Windows (941) 486-0100 688) 315.2590 Subcategory: Mullions lrosoxalki&o.wintries.c Compliance Method: Cerdffcd n Mark or Listing an _r,_ - _, 1 I ", -- >< A -rB€7rY8Mad- - - QudRv Assumes AoorovedYU Use AporovedrnrUse Impact: ,Design §W Product Model, Number or Now Product:DasddWlon Camran.Exalrat[on Date In FrVMZ: Outside HVHZ Assisi Pressure 1 Mullions for AN Doers and windows- Aluminum Muleons g529202$. Yes Yes Yee NIA Florida Department of Business & Professional Regulation Page I .I I Building Codes aril Standards 1,11121121 Product Approval Application Detail Code, Entity nr Deft Data DataPanann l' TYPO Yerslo Manuradumr comsat Endnbr'&Lici rate Validated lk vallaated subm ilao FBC Approval Ariptovea status ReMilli 2020 TAMKO Building Products LLC: g Ken] Eden Robert o n W. Kn Mo PE 2 0 Job eze 10N4262 09292020 101t22020 12/15/2020 Approved Category:.Roofing (417)624-8844 PE-59166 (Mil)772-8224 Subcategory: Undedayments loind.eden®temilo.com Compliance.Mathil Evaluation Report from a. Fle ride Registered Architect- Lial Florida Prefiessimal Engineer ;:.,. frlglptGia .,. Gail Assrarn Approved"iiUs. A.-iredfaLse I east calm Sea g i4adud Model. Nrmba err Name Product Desalotlan Contract Pxdrffilan Dale In HVHZ Outside NVN2 Raslslant Pressure 1 TAMKO Roof Undedayments(HVHZ) Roofunderlaymelits for use in FBC HVHZ 10/1s2021 Yes No WA N/A jurisdiction- 2 TAMKO Roof Undaneymants(NON-HVHZ) Roofundellayments for use in FBC no.HVHZ 1DI1812021 No Yes NIA NIA' jurleanlons. Florida Department of Business & Professional Regulation Page 1 ads Building Codes and Standards 117/2021 Product Approval Application Debi) Coda Entl[yor Dabs. WA DMe:Pondlna Date. Tel 'Version Ma Wadurer .Comers Engineers License. Validated ft Validated submtttea. PECAoproyal Amrovea, ALaw.: Revislog 2020 Soral Rodin g Anderson Robin IAPMO. Unit- EVeluetlnn Gary W: Walker it/032020 111022020 'i1105202d Approves Caegiery: Real (801) 380-6091 Services LLC. (205) 854-0180 Subcategory: Rooting Tlles RobInAndersdir4Rbcral.co Comigance Method: Evaluaim Report from a m Product EvelusUor En9ty Quality Assurance Approi ed for.U9e Aonrared for. Use. Impact Il Sa, k Product Matlel, Numbergr Neme Product Deserotlpn tg.No Oulsme F11111Z Resistant N/A 18 Saxony -.Stiake, Slate, Country Slate, Spin Old EngtlsN Flat Prole -Denver, CO 12/312620 No Yes WA NIA Thatch ' Impact &sop. pe 17 Saxon 600-Slate Shake&amR Split Flat Profile Stcdm.CA 121312020 No Yes N/A N/A 16 Saxony 600-.Stde,Stake &amp; Split. Shake Flat Prole - Rialto CA 12/312D20 No Yale N/A N1A 19 Saxony 700-Shake, Slate &amp; Split Shake. Flat Profile- Steckler, CA 12/312020 No Yes N/A N/A 20 Rory; CA 12/312020 No Yes NIA NIA 27 W1nya00-Shake,-Slate&amp:SPHIShill THHas Espafla(BArielone Mille C H 7TXX 12/31r'202q No- Yes NYA R 28 Ville Low Profile Katy, TX 12/l=() No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 1/72021 Cie Entity or gabs, 292 Palo F%npinp Doe.. I63 VervlonNanufaeturer €hatnerLl Conse Validated Br Validated ffietl Submitted FBC Approved AP'o 6u . Revlab2021) Alpine Stuart Lewis ICC Evaluation Service. LLC WIIIamM. Ranieri, PE 10/3120Z0 10=020 11/05=20 11/0512020 Apprond Category: strunurel.Components (321)7105377 (407)681-1917 Subcategory: Trust Plot" slewlsGolpmekw.conl Co Nance Method Ewtuatkrl fro a Re m alp Pon Pradun Entities. Entity i.P g'9 0 tNu'duots `:£',. t<„ ,..,- I. - s C:; : ,air ".,, ,.e :.. ,1 re ,,, „ c r . ;, <.a ,i ,. ,rr:.,.. ,.., m.. ..,: r.. . , ,m .`, n .. - F., ..a= Q uatlly Aasuronca poroved /a the roved for Use A Aap d Imo Desi 9e91 Pradret Nptlel. N rtbar or Name Product Oe8e1'Iptien Central Excitation Offie tOJiYi1b Outaltla F(VF1Z $F31ffiaDt Firestone PR>iMICe 1 ITW BCG/Alpa. Higher Strength (H 8i S) Metal Connector plot. 120312(124 Yes Yes NIP. NIA 2 ITW BCC Npine Hinge Plate Meted Connector pigs 121J1/ID24 Yes Yes WA NIA. 3 ITW BCG/Alpina Tel Metal ComectaPlate, 12/31 it Yes Yes NIA NIA. 4 I7W BCG/Alpins 96ave Mete[ Connects Plate 12/312024 Yes Y. NIA NIA. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of I i/712021 V C""l 0 ' -fiffifififififififififif M U (n 7t:f 0 _11l., W (1) V � O L Q M CL cl#--# 2:% U 0 O (M) °� (1) U) (m) m W 1-7 z Z a J a - SHEET NO. PA 1.1 N FCll U =3 O -1-� "O N O E� Simpson Strong -Tie 2020 FBG Approved Products Updated F- Simpson Strong -Tie 2020 FBC Approved Products Updated ,2l3o,2020 Simpson Strong-i020 FBC Approved Products Updated 1v3o12Q20 Simpsorr Stroh _Tie 2020 FBCA proved Products Updated ,2r3on02 0 O L For direct links to all 88T approvals listed below, CLICK HERE. For direct links to all SST approvals Isted below,. CLICK HERE. ® �"i For direct links to ail SST approvals listed below;. CLICK HERE- -- Caw is HERE , - Far direct links to all e8T approvals listed below, CLICK HERE.: For information din Florida's - remand Miem Dade. Aces tance NOA CLICK HERE form Fl County Approval 5� tYP W f1 Lim . For additional Information Florida's Statewide Product System and Miami -Dade Canty Notice of Acceptance (tJOA), CLICK HERE •CLICK Far addtional Information regarding Ftonda:s Statewide Product Approval System and Mianu Dade County of Acceptance. (NOA), CLICK HERE. lI Florida's-. -Notice- e Product oval a Dade Far additional Information regarding Flondas-Statevnd PraWct Approval dam and Miami County Notice of Acre ce NOA LI P n l L additional a novel n a on r ar 9 9 . of i ). U FL#2355-R7 FL#10446-RO FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/6'to 3- Co 9/16' and heights ranging from 4-5116" to 11' Concealed flange. .� Se # �1_ Product Model, Number or Name Product Description a Product Model. Numberor Name Product Description Sea # Product Model, Numberor Name Product Descrlption version (HUSC) available for models having width equal to or 0 O 1 Tien Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameterTiten stainless steel masonry screw 1 A21 A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH BnckT es greater than 3-9/16". L L 0 O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718' to 3- Q 3 AP644, APB44R, APVB66, APB66R; APB88, APB88R, APB1010 APB101OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16". C O U _ FL#9589-R6 APV844R, APVB86, APVB66R, APVB88, APVB88R, APVB1O10, APVB101OR 4 CSHPI8, GSHP20 Coiled Straps 13 LGU3,25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers -a-+ L, - Ca 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers M O Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUG26Z, LU021OZ Face -mount hangers E O L 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH48; APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2 5A, H3, H6, H7Z H16, HISS, H16.2, HI8-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging From 1-9116" to 4- Cf)L �- 2 SD9112. SD9212, SDI0112, SDI0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4,_AFr6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Tres 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15/10'. O -.2 8_ 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH210R Outdoor Accents LightHangers 9 HS24 Hurricane Tie 97 MGU3.63SDS, MGU5.25 SDS MGU6.50-SDS, MGU5.82-SDS MGU7.00-SDS Facamount hangers (� -+-r 4 SDCF22434, SDCF22512, SDCF226/4, SDCF22700, SDCF22858; SDCF221014, _ , Strong-Drive:SDCP Timber CFScYew 8 BVLZ Brick Veneer Ledger Connector 10 :.. _ -. _ ::. 53- SS4 D .:. HSS2 SDS1:5, HS52 2 SDS3,. HSS2 3 SD , H -S S3 Heavy Stud Shoe y 18 MIU series hangers Face mount hangers available in widths from 1 9i16 to 5 - f' � . _ V SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CB72Z, C8T4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps, 1/9' and heights ranging from 6-15/16" to'19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700SOCP22858; SDCP22912, Strong-Drive'SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 14TS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twiat Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy TWst Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SOHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/18" and heights ranging from3-1116" to 13.3/4"; 7 SDS25i12, SD52513d, SDS25200, SDS25212, SDS25300, SDS25312„ SDS25412, -4 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA9 2, LSTA15; LSTA18, LSTA21, LSTA2 , LSTA30, LSTA36. Stra ht r Ig Straps Concealed flange SURC,$ULC available for all double g ( ) SDS25500, SD825600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2Xand 4X models; only acute flange is concealed. 8 8DS25112SS; SD52520055, SDS252125S, SDS2530OSS, SOS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GAI, GA2 GussetAngles 17 1 LTB40 Bridging 21 U series hangers Face -mount hangers available in widths:ranging from 1-9/1 &'to 9 SDVVF2710, SDWF2720; SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HiOS, H14, HGAiO Hurricane Ties 18 LTS12, LTS16, LTSI8, LTS20 Light Twist Strap 6" and heights ranging from 25/8" to 11-114". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST6D, MS772 Medium Girder Tiedown Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 M$TA9, MSTA12, MSTA15, MSTA98; MSTA21, MSTA24, NlSTA30, MSTA36, MSTA49 Straight Straps FL010667-R6 20 L3Q L50, L70, L90 Angles 22 MSTC28, MSTC40, MSCC52, MSTCW, MSTC78 Straight Straps Sec # product Model- Number or Name Product Description 21 LCE4 post cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sec # `Product Model. Number or Name Product Descriotiari 1 ATR3/8, ATRi/2, ATR518, ATR3(4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MST148, MSTI60; MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in Wdths,ranging from 1-9/16" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MT830C Medium Twist Strap 1/8" and heights ranging from 7-1/6'to 30` 3 -. -. :.-.. BP 8 B 11 BPI/2-3, BP6/8 2 BPS/8 3 BP3/4 B /4 3 BP TU03 4 3/ 2, P 2, 3, , E3 R Beano Plates 9 24 ... LSSJ26lZ, LSSJ26R2, LSSJ28LZy LSSJ28RZ, LSSJ21:OLZ, LSSJ210RZ Field Adjustable JackHan Hanger !.. ill g. 2$ NC 0-.' NC 1 - 2 C 2x$-16 NCA 1i7-16 NCA2x12.16 A2x1 12 A2x 2 1 N A 2x . ,. Bridging 9. 9. 2 OGBF ashes hangers 9- „ - .t To flange hangers available in vnddts ranging from 3-'a/8 0 7 P. 9 9 9 9 4 CNW3l8, CNW/1/2, CNWS/8, CNW3/4; CNW5/81/2, CNW3/4 5/8 Couplet Nuts 25 - LSSR1.81, LSSR2.1, LSSR2.37, LSSR256, LSSR2ID 2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB92 RCJJB14 - Wail Bracing. 18`and heights ranging from 9-1W to ZV 1 g g g 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88: CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in Wdlhsranging from 1-1/2'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24"- 8 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 BPI, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGH F series hangers Top flange hangers available in widths ranging from 1.3/4" to 3- 7 RTUD3; RTUD36 RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 1JD O T 9, TUD1 Take -Up Device _p 30 S - LU21 139 MLUI311Face-MountJ-la MMLU26, MMLU26 2, MMLll2 , MMLU28 2, MM 0, MMLUI211, MMLU 3 , M rig ens 32 SS1.5 552-5-SS3 SS4.5 , Stu Shoe d oe 5 EG5 EG7 EG ashes 9p _ ,, To flan a han hangers inwldths ranging from 5-9Y4 to 8 g 9 g g 9 TUW38 Take -Up Washer 31 RSC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215; ST6215, ST6224, ST6236 Straight Straps 7/8 and heights ranging from 11"to 32-1/2". 10 URS3- 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TS20, T627, TB30, TB36, TB42, T648, T654, TB56, TBW Tension Bridging 6 EGQ series hangers Top: flange hangers available in widths: ranging from 3-5/8' to 7- 11 URS4 1/7' Upiik,Rod Run Tiedown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-1/4"to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-716" 13 URS6 3/4" Uplift Rod Run Tiodown System 35 TJC37, TJC57 Truss Jack Clips 37 W13106, WB906C, WB126, W13126C, WB143C Wall Bracing and heights ranging from 8.1/2" to 28". 36 22. Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3.1/N to 7- 1/8" and heights ranging from 11" to 37'. FL#90441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/i6" to7- FL#10447-R5 1/2"and heights ranging from 8" to 30". Sao # Product Model. Number or Name Product Description Sea # Product Model, Number or Name product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" 1 DTf2 Hold-down Sao # Product Model, Number or Name Product Description I CBH237x5,5, CBH2.37x7.63, CBH2.37x9:75 Concealed hangers and Heights ranging from 10-1/2" to 28". 2 HDC1014, HDC1O/22 Hold-down 11 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DUUTF) hangers' 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8. 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L=SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16"to 3-9/16" and heights 7/8" and heights ranging from 7-1/2"to 32". 4 HDU2, HDU4, HDU5_, HOU8, HDU1I, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3.1/4"to 7- 5 HPA26, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS HGU5.50-SDS; HGU5.62-SIDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHbB; LSTHDSRJ Strap -style hold -Down 5 HHRC2-2; HHRC42, HHRG42-2, HHRC4/1:81, HHRC44, HHRCS 2513 25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SOS HGU9.00-SDS 13 :HIT series hangers available -: " ,; . Top hangers a actable m widths ranging from 2 5/16 to 3 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available to widths ranging from 1-518" to 7- 9/16" and heights ranging from 18" to 28". 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1 Al, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5.5116" to 12-718". 14 HUSTF series hangers Topflange joist hangers available in widths ranging from 3-1/6"to 9 PA16, PA23; PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26; LRU28, LRU210; LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU725-SDS; Face -mount hangers 3-9116" and heights ranging from 5-3/8" to 13-1/8". 10 PA118, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 LightSlopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Topflange hangers available in widths ranging from 1-9116" to 5- 11 STHD10 STHDIORJ Stra -style hold-down P 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210.2, HHUS461 HHU348; HHUS410, HHUS5.50/10, Faoe-mount hangers 1/2 and heights ranging from 3-7/16" to 16". Concealed flange 12 STHD14, STHD14RJ Strap -style hold-down 10 TC24, TC26, TC28 TrussCllp HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29 THA213, THA218, THA218-2; THA222-2, THA41S, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSVL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-IN' and heights ranging from 4.3/4"to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 7HA11.81M2, THAl2.06/22, THAI21122, THAI222, THAi322, THAI3522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-3/8" to 28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 112" and heights ranging from 5-3/8" to 32 % 15 THJM24-SDS3, THJM2-5SDS3, THJU28, THJU26-W Multiple: Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116' to 7- 18 ITS series hangers Top flange hangers available in widths; ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2".anti heights ranging from 2-7/8" to 19-1/4". Concealed flange 5/8" and heights ranging from 9-1/8" to 16"- 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having'width equao or lt 19 JS series hangers gars Topflange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/18". ranging from 5-3/8" to 7.14'. 10 HUCQ1.81/9,SDS, HUCQ1.81111-SID$, HUCQ210-2-SIDS, HUCQ210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Topflange hangers available in width of 1.9116" and heights SDS, HUCQ410-SDS, HUCQ412-SOS, HUCQ5.25/9-SOS; HUCQ5,25M 1-SDS, HUCQ610- ranging from 9-3/16" to 13.118". BIDS, HUCQ612-SOS CV EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12P30020 !BMM Simpson Stroh _Tie 2020 FBC Approved Products Updated Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3oJ2020 ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 - For direct links to all 88T approvals listed Wow, CLICK HERE flfflffM For direct links to alI ,SST approvals Wool below,. CLICK HERE. - : CLICK ror direct links to all SST approvals listed below, CLICK HERE. information F ddtlonalinT anon regarding Florida's Protlwet:. royal temandMia i:DadeCoun F Approval Sys m County NotfceofAcee tan OA C HERE ce (N ) For direct links to all S6T approvals listed below, CLICK HERE. For additional Information regarding Fl as Approval CLICK H aaddt a nfamatanre e m Dori 5tateunde.Product. oy amen MI I.DadeCcun. NoticsofF;cc to ce ERE, App d am County e n O , For additional information regarding Florida s Statewide Product Approval System and Miami -Dade County oFACdeptance (NOA), LUCK HERE. - o s- Statewide Product royal tam an NUaml Dada L`oun For additional Infomtatlon. regarding Florida.. Ste w1 t App SYs d tY Notice oPAdee talcs:. NOA. HERE. p (.. ), <LICK ore re g 9 p � g g P .(NOA), 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S(LBV1.56, S)LBV1.81, S/LBV2.06; SLBV2.37, S/LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangets 5 SET-XP Adhesive Anchor for concrete ■ ranging homy-3/8" to 15-118". SILBV3.56, S/LBV3 62, S/LBV4.06 S/LBV4.12, S/LBV4.28, S/LBV4.75,;S1LBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2-SSS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon +, 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model. Number or Name. Product Description 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4; HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1/8". 1 HHUS210.3, HHUS210-4 Joist Hanger 20 S+MST60; S/MST72 Straps 118 mil (10 go), 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS THD.CSOSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry co 23 LEGS LEG5 LEG7 series hangers , ,. 9 To flange hangers available in widths ranging from 3-1/, to 6- P 9 9 9 9 2 HRS6, HRSB, HR912 Strap Ties 21 SPA, SP6 Stud Plate Ties available with hex head m carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2"- 3 HUCO210-2-SDS, HUCQ210-3-SDS„ HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG93, THGBH2, THG BH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-10. 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4•SDSB Joist Hanger 24 TSD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete ■ - 25 - MIT series. hangers: Top flange hangers available in widths ranging -from 1-9116 to 5 - 6 T - - , ,GW -4 HGW3 3, THGW3 4,.THGW4 3, TH...4 Joist Har er l.. _ g 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25156RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete g � 26 PF, PFB, PFDB, PFDSB series hangers 1/8 and heights ranging from'9-114 to 24". Top flange hangersavailable in width of 1-9/16" and heights 10 THD50234RH; THD10212RH) Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-115 FL#139D4-R6 27 RR Ridgerafterconnector 28 WP series hangers: Top flange hangers available in widths ranging from 1-9/16" to 7- Sec # Product Model. Number or Name Product Description - Sec # Product Model. Number or Name Product Description _ - FL#96730-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM462-SDSG, COTQM5,50-SD8G, CCCQM3.62-SDSG, CCCQM4.f2-SDSG, Sec # Product Model, Number or Name Product Description 3 H16, H16S, H16-2, H16-28 Hurricane Tie CCCQM6.50-SDS03 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor - 2 ECCLQW.62G-KT, ECCLQM462G-KT, ECCLQM5 SOG-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesivefor masonry 5 HETAL12, HEfAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, EGCLLQMD5 50G-KT, ECCLRQMD3.62G.KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry sec # Product Model, Number or Name Product Description 6 HGAM10, HM9 Masonry retrofitconnectors KT, ECCLRQMD55UG.KT 4 Strong-Bolt2 (ST62) Strong -Bolt 2 Wedge Anchor fcr masonry 9 ABA44, ABA44R, ABA46, ABA46R; ABA66, ABA66R Adjustable Post Base 7 HHETA98; HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 H UM5:25' UM5.50 GUM7.00 HGUM7.25 HGUM9.00 G , HG , H Heavy Masonry Hangers Hay y 9_ 5 Titen2 T (T N2) Ten2ScrewAne or forConcrete fl h 2 ABU44; ABU44R, ABU46; ABU4.6R, ABU5-5, ABUS-6, ABU69, ABU68, ABU66R, ABU88, Adjustable post Base 8 LGT2, LGT3-SD52.5, LGT4•SDS3 Girder Tiedown 4 LGUM28,2 LGUM26.3 LG M264'LGUM28.2 LGUM28-3 LGUM28.4 LGUM210-2 U , Mason Beam Hangers Masonry g 6 Then HD HD-H4SS THD-H6SS THD-CS6SS (T ) y uty Titan HDHeav -O Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3; LGUM210-4, LGUM46,;LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with_tf 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.12f9.25, MBHA3.12/11.25, MBHA3.66f7.25, MBHA3.56/9.25, MBHA3.56/11.25; Masonry Top Flange Beam Hangers countersunk head. 4 AC4, A04R, ACE4, AGO,ACOR, ACE6 Post Cap 11 MSTAM24, IMSTAM36, MSTCM40; MSTOM60 Strap Tie for Masonry MBHA3.56/11.$8, MBHA3.56/14, MSHA3.56/16, MBHA3.56/18, MBHA8:50f7.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R BC8, BCS2.2/4, BCS2-3m Post Cap 12 MTSMI6, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5 5019.25, MBHA5`50/11.25, MBHA5 50/11,88, MBHA5,50/14, MBHA5.50/18; 6-e 6 C1344, C1346, C1346, C866, CB68 Embedded Column Base MBHA5 50/18 O 7 CBSQ44-SD82, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, MBHU3.56118, MBHU5.50/9.25, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5.50/14, Masonry Beam Hangers FL#16937-R3 (V 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1/2" and FL#11496-R5 W2 ranging from 3-518" to 7-112" MBHU5.50/16, MBHU5.50/ 18 Sea # Product Model. Number or Name Product Description 9 CCQ-SOS2:5, ECCQ•SD52.5 Series - Screwed column caps with W1 ranging from 3-114 to 9-112 and Sad # Produgt Model. Number or Name Product Description 1 X3481016.5K X1S1016 X1B1016-4K XQ1$1016 XQ1B1016.4K #10-1'6Stron-DriveXMetal elf- rillin' Tapping Screws 9 S. D g, pp g S � ^ W2 ranging from 3-5/8" to 7-1/2" 1 DTTIZ Deck Tension Tie Drill Point V J 10 CPT44Z, CFT66Z CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FL#13976-R6 - 2 XLQi14T1224, XL411481224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD98 Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head At �`V 12 EPS4Z Embedded Post Base 4 HTT Tension Ties Se o # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, > 13 LC644; LC866 Embedded Column Base. 5 LTT4, 2 8, LTTI14 LTT19, LTT206, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438;SDW22458, SDVV22500, SDW22600, SDW22638, - Strong -Drive SDW EWP PLY and TRUSS PLY Screws Tapping Screws with #5 Drill Paint and Medium Diameter Hex pp 9 14 LP04Z, LPC6Z Light Post Cap SOW222634 4 XQ114S1224, XQ914131224-2.51<XI14S1224, XQI12S1224, XQ112BI224-2K #12 24 Strong -Drive X Metal Self -Drilling; Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPS88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill point L 16 P1344, P844R, PB46; PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB SDWH19600DB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-HEXScrsw 5 XU3481016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWi27400G, SDWH27WCG, SDWH27800G, SDWH271000G, SDWH2712GOG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point ^ Y.i. 18 P8V6, PBV10 Round Post Base Ssd # Product Model. Number or Name Product Description 5 SOW516212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw CIO 19 -,, - PC4d-16, PC46.16, PC48-9 6, PC64 16, PC66-16, EPG44 16, EPC46 16, EPC48-16, Post Cap 1 SBS/8x24; S6718x24, S81z30 SB Anchor Bolts 6 SDWS19600 SDWS1971 SDWS22400SDWS22500SDWS2 512 SDWS22600 2, 2 Stro-DOveSDWSTIMBERScreW InteriorGr de rig.._ ( Grade) Q EPc64.16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTB18L, SSTB20L, SSTB24L, SSTS Anchor Bolts SDWS22800, SDWS22900, SDWS221O00, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PCBRZ, EPC4Z, EPC4RZ EPC6Z, EPC6RZ, EPCSZ, Post Cap SSTB28L 7 $DWS22300DB, SDWS2240ODB, SDWS2250ODB, SDWS22600DB, SDWS2280ODB; Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDM2210DODB Sea # Product Model. Number or Name Product Description 21 PP844-4Z, PPB44-BZ Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 $DWS2730OSS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FC843.5, FCB45.5, FCB47.5, FCB49.5, FCB411;5 Bypass Framing Fated -Clip Connector SDVVS27100088, SDWS2712WSS 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1OI6.5K, FPHSD34S1214, #10-16 and #12-14Strong-Drive FPHSD Framing-to-CF$ Self - O Sea '# Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34BI214-5K Drilling, Tapping Screws L FL#10866-R5 1 CMST12, CM8T14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 Hi HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI28, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC625, Steel Stud Connectors Sep # Product Model- Number or Name Product Description MST148, MST160, MST172, S/MST27, SIMST37, S/MST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24; HTS28, HTS30, HTSSOC Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5,5, RCKW7.5, RCKW3S RCKW5 5S Rigid Knee Wall Connector 2 F FP' R Flat Retrofit Foundation Plate 4 LSTA30 LSTA36 LSTI49 LST173 MSTA9, MSTA12, MSTA15 MSTA18, MSTA21,, MSTA24 , Straps 43 mil (18 a) P 9 7 SC843.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH48-6, GH45-8, GH48-6, GH48-8, GH410.6, GH410-8, GH66-8, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, S7292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sec # 11 Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS62-5/118, SCS82-51118 Bypass Framing Connector 1 V 8, GH610-6, GH610-8 6 7 LSUBH3.25, SUBH3.25, MSUBH3.25 LTP5 Bridging Connector Lateral Tie Plate 2 AS 18, AS 1885, AS16S6 AS 20HS 18 ga. Truss Plates 20 ga, High Strength Truss Plate 9 10 SCV41.25, SCW5.5 SJC8.25, SJC10.251, MSJC8.25, MSJC10.25 Head -of -Wall Slide -Clip Connector Steel Joist Connectors M 4 5 GLB5A, GLB56, GLB5C, GLBSD, GLB7A, GLB713, GLB7C, GLB7D GLBT512 GBLT612, GLBT516, GBLT616, GLBT520, OBLT620 , Glulam Bearing Plate Glulam Bearing Plate g 8 LTS12 LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS63.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB HGLBC; HGLBD Heavy Glulam Bearing Plate 9 MSTA3D, MSTA36, ST6215, 576224; 5T9, ST12; Si18, ST22, MSTC28; MSTC40, MS7C52 ' Straps 54 mil (16 ga) 4 ASHP Plate Connector Hinge I1 2 XLSH34B1414 XLSH78B1414 , #14-14 Strong -Drive XLSH Shouldered' elf -Drilling, Tapping g S I g, pp _g 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedownationPrate 10 MSTC66, MSTC78, ST6236 Straps 68 mil (ga) Screws L11 8 UFP1U-SDS3 Universal Foundation 11 MTS12, MTS18, MTS18. MTS20, MTS30 MTS24C, MTS30C Straps Medium Twist Straps 13 XQ1 S1016; XQ1 B1016-4K, XQ1S1214, XQ1B1214-3.5K XQ78S1224, XQ78B1224-3K, #10-16, #12-14, and #12-24 Strong -Drive XMetal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S(B1.58, S/B1.81, S/82,06, S/B2.37, S1B256, S/B2.68, S/B3.12, S/B3.56, S/133.62, S/B4.06, Top Flange Joist Hangers FL#1573O-R4 XQ114S,224, X011461224-2.5K, X0112S1224, XQ112BI224-2K, X34131016-5K Tapping Screws S1B4.12, S/B4.28, WB4.75, S/85.b0 X1S1016, X1 B1016-4K; X1S1214, X1B1214-3.5K Z 13 S/BA212/8, SIBA2 12/10, S/BA2.12/12, S/BA2.12/14, SBA4:18/8, S/BA4.18/10, Top Flange Joist Hangers Sod # Product Model. Numberor Name Product Description S/BA4.18/12, S/BA418/14 i ET -HP' Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GWN 50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SIH08S, S/HD8B, S1HD10S, S/HD10B, S1HD15S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, SIHDU6, S/HDU9, S/HDU1I Holdowns PDPAWL MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S)HJCT Joist. Hangers 4 SET-3G Adhesive Anchor for concrete SHEET N0. /. PA 1. 2 4 r P 9 is op