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HomeMy WebLinkAbout39807 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) St. or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KNWall Kneewail SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam 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 WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Flr. Finished Floor PW or P.W. Pre -wire WAIF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-19-20 5.0 FBC 2020 CODE UPDATE ALL WORK rPREVAI IItlNii Ir�lzk _, Ili^''"i'F"'P .t !F 12g AM RP` P EVV Uri C 6 )l Zr �yV k I = IIF= INI INI **ik Rem 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS, PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. ,, ���z9tEi8FF pp, 01 At Cva •fir ('� ��CN N ° _J �'••., 44 ,.••'• A O-FE S S iOt g� �`l;Id46164 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. tla F Q o f 00 ro O M 8 C N J LL ® N oCp --i •] aD co u, W N �r•ra Ewa Cq o a — 11 aco 0 CIL � U aa.. Lu o Z L @ C9 of O w 7@ C C a 0 J W W Z rn NMIZ co a N MZ rY�0 Zp V U sUi� o g .Z m z U Q J N M z U (1) 0 O (f) W 0 Ly N �N � U w � — E 8 I I = r c � tsN 14 r_ � W Cl) ¢ O Z J LL E o CU z a 0 O � 7Z N Z N � 0� v C[5 ¢�z O m XV 0 00 0U o� O w2 O 6 WZ Y r0 Cn C C ❑ z Y m O O Z� �a aW N 3 0< ao :? 3 Z 6� J C:) w .° V' z¢ a 00� =o 0 = ` > LO J ai ^L1 W � - 0 00 . LO Q Y ' O O o m 0 T r coLO oT TT VJ T T. t\0 T M W 0rN T E C,) 04 t 0 CV Z E O N ig c d U _J Q 0 C JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. C S J a C -o 0 J 00 w I N i Q C v x 00 N 0 0 J rn 00 I N CL c N a O N O E 1.2 (D A O H.B. S3 EGRESS EGRESS ih � AC PAD \\� I �\ \ \ I M�� 00 A S3 TYP @1 STORY 21'-2" ----- 00 --- b 36 - 36 16" DEEP o_ P NT Y XLLu u FLACCLG. ��t�fttE < 2'-2rr 10'-4" 10r rr 00 o 2'-4 j FIBERGLASS ram, I SURROUND B 1 OTC I RANG - - N 0 o � \ O I o CAFE o 'n VAULT. CLG. PATIO CARPET 1 o 4'-0" - 11'-7389 T p N � J Q J V 7 �- I i BEDROOM _ 8'-0"CLG. CARPET 1 1 5068 B.F. BEDROOM 3 2 $'-o"cLG' CARPET b 5'-4" I 7 o ' 8- _ C G. TILE ° oo =o W co c Z I �� `b e 14'-6" I 5' 4smi Ci I BEDROOM 4 8'-0"CLG. CARPET I 4068 B.F. 7-6" LM U) cow A 0 MO W =1N SI Kwl ISP _ TILE r- I I L C=___________� -� D.W. I o - - - J o - - - ------------------- OPT REF. 6-10" 4'-78,_8" ir 23'-8" 2668 M - - - - - - - HDR AT 7'-4" 3'-10" 7'-8° , 0'-10$" i r 2668 M 1t 100 r N - - - - - R&S - - - - E ° I 7 �n I ; , 6rr =T O� N A S3 TYP @ 1 STORY 2:12 VAULTED CLG. hl FAMILY RM I 9'-4" CLG. CARPET CID I BERG (3) 2x4 #2 SPF w/ DTT2Z @BASE SURROUND cv 21368 R.A.G. r` AHU T o SS Cni _ 60"x36" _ SHOWER in IO i 3068 i I ENTRY 8r -0rr CLG. in o o � --� 19'-4' CL -I 1 �1 5'-118rr r (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 r----� nN �I IJX4'-0" 116 ¢ I 11 1 1 1 11 I I 11 `_J_ � �� K S3 EDGE OF SLAB 2" BEYOND WALL 20' O$' CC D S3 33 --- F- - - - - - - 1 1 NOTE: FINISHED I WALLS TO BE FLUSH. VERIFY IN � FIELD. 1 I 0 I 1 Oo j C, I W I > I I Or I x I `° 1 j sy I I I I II I I I I I I I I gr, I I I I I I I I I I I I 8r_ „C 'G $ ",1,N - TILE ^ - - o OPT. D I 00 00 G S3 17'-8rr R&S - _ _ _ - _ HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7'-8rr =cn 5'-3-" 82' 3'�10" 1 rr T-Orr it Ocnw 'W ' N T 1 I OWNER'S SUITE = 8 -0" CLG. oo B _ CARPET { 0 -'- �- cz:, W. 8'-0' CLG. CARPET 2 I I 2 CAR GARAGE s'-o" CLG. 2'-6" BUILDER TO PROVIDE O APPLIANCE , . PROTECTION N WHEN REQUIRED PER FBC ' I I I L T-----------OP I I I I TYP @ GARAGE __(4INE OPENING -0' CL& °'� 5-SH 6" DPPrT 0 R&S - HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 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 20X26 111 S.H. 13 20X38 182X37J S.H. 14 20 X 50 18 2 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20 X 72 18 2 X 7171 S.H. 1H2 271/4X26 26X252 S.H. 1 H3 27 1/4 X 381 26 x 3711 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 JJ X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 2 X 37 314 S.H. 24 37JX50J 362X50 S.H. 25 37 J X 63 36 2 X 62 1/2 S.H. 26 37JJX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54X38J 522X37J S.H. 34 54 X 501 52 2 X 50 S.H. 35 54X63 522x622 S.H. 36 54 X 72 52 2 X 712 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OE +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET SN SHEET j�llSEE 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 TYP. 2x FRAME WALL A 1-1.134 BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 FLOOR PLAN - ELEV-Al SCALE: %4'=1'-0" GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED ��.0 c� - < �30. t E 1,.0 .• �. •.....• �. ROFESStQ�� To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. r» Wd Q 0 E n co N 04 J 0 � � a0 y 3t LL W Q JLLiL-Wa Z OLL0:) 15'NN C_O m 0 J ¢ o Z Z V° n M Z X T 0 N Q U J N Z o� ❑❑❑ W fh 0 Z n d n groom W� N M z 0 o f'6 w W Q a m U o N W c IN Ln noJ U� w m E S w N C) o N Q Y • o w M CM z ¢ o Z 4 w 0- � �� oo <� Z0 co C uo °� O E (V a� ¢z o < wz r w L no Vi o > m 0 0 z J a ° aw �z ") w o < 30 Cl- ¢E ao a w _r r- o aLL JW w� =3 OF �O co <t 0 aF ° 3 �� J ci W C13 0 .! 0 o 00 M N LL � Q C Y o O ^, m o � = cV r O� 2 O 04 r 00 � N E LO -E N 04 cor Z z E O �; U) E U � 'a p J JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW Ale MIRROR VARIES / U) w MEDICINE o CABINET 00 O z 0 z U- Q U- Q C> > CV co CV co co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CO CV FIN. FLR. KITCHEN 0 M 0 FV 0 OPT. REF. KITCHEN _ I ,I i I I i � I i i I j I � � OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w TOWEL BAR -�—� a ON BATHROOM WALL SHWR. o 0 VALVES = o 00 C° SOAP - cfl 00 o DISH U LO in 0 0 cM co 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR 0 00 0 M OWNER'S BATH 1:3:1 0 M 0 zo INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS - 0 COUNTER TOP 30" H BASE 0 00 7 �n d r CD a _ 0 2x >- Lo. O0 FRAMING 1 /2" GYP -1 BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - ISLAND COUNTER SCALE: 1 /2"= V-0" III � O CV cV FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 i ,�: ���0.'�����38lt�tEtltafEpppp wtv •° Cv\ Y c-. r r To the as of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N F a CD of o m N xt V 0 prp N � Cf Li- �_ 00 W N Xk � 7 u7 (n r LL W a Q QMv a YYn J LL a S Z 0 0 z _ @S o N o oa O W oa 05�pjO' d a Z IL a MZ WLn0 Z N pV U�ai W oo❑ z N oo z z J — d N n V) z � cD o +-J �n OM o �N to c� IFo J r _ E I r = t N o ID C N o O _ N o J w M M o z 2 J L — 2LE 0 Z 0 �o > N z� za 20 F— @ O x� �< uo o< xZ CV np <o Q w, no U) = 1 o o U N O m� o o � z J a Q z zz N 3 Q 0 go az ww U<o Q� r- �3 O �Y QQ i-o >o V < zia x 0O 0 2 �L J m c� .> o 00 N Q Y v o O m C E d' co r 0) .� = N T T O Lo 00 '^ LO 000 N rn N r E c CN M 0 Z E O E m FL U -1 Q p � JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Ll E7 1:1 El E FE] FE11 7F 7E:1 E F-711 1�1 [711 El 0 L=� El E ID-1 El E] El F[7�1 ------------- 14'-0" RIDGE VENT 12 5� N I 12 �5 HEEL 12 5� 6 ------ T.O.M. — HDR HGT. FRONT ELEVATION - Al 12 SCALE: 1 /4"=1'-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — — — — — — — — — — — — — — — — HDR HGT. 1'-0" 3'-0" TEXTURED TEXTURED _ CEMENTICIOUS CEMENTICIOUS 00 FINISH ON C.M.U. FINISH ON C.M.U. Cp (TYP.) (TYP.) -------------------------------------------------I-I----------------J----F.FL. LEFT ELEVATION - Al M General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ..G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i � III I/qz � ���3���1�t ��� O w/v +ef•Na�• o •R' •� F L f a6s'`AQROFE S SRO To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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 W Q $ v E O M N 9k LLLL v 0 N 6 Cl � to N N :* LO L, Lu QNMv U- W a � D_ Y ui� � LL� aLLI� 0 Z_ 7s 1 V S P a.' L N C,4 to m OJ J Nair 0 Z LLW a N M Z X O Z OVCIL v� ai V M � z N o g z � co IM-111111 z J Q_ In z (L) o lL fCi w m m j� OLu N o c i all U � w m 8 ji� L = w d c U) ¢ Op 0 V m o W � M Z. Q o Z gZ J '� Z. o � o EE O U W Q0 Z® 00 o< Z O E N a z a0 ¢ d Z ire .4,% L ra o m 0 0 OLL z� w d 3 Q 0¢ a 30 a ww 7 % U K2 ?0 o 1, J 00 C� F 6 O V Zj< d N O i Lo J L 'D^ � 0 M 00 ■ O N � o p '�^ m O T co = N f n O r 00 cco j r E L0 C N _4 m Z M Z M E O T �; a E U _ -0 ca p � JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 3.1 rn rn c w v x _L0 0 0 I 15. rn N v 00 LO 14 00 I 2 > CD v i 3 a N 0 C E H iu E 0 2 v O c J LZ N L 0 �I i a 0 -U v LZ O 43 a a 0 N 0 W W 0 m �, 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — + HDR HGT. — 6" FASCIA (TYP) o TEXTURED 00 00 CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 10 6-0" 15'-0" RIDGE VENT 12 5� -EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5F� 12 :Z�_5 1'-0' REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1 r-0" T_(1M_ 12 ;�5 RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM 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. 6R ! o . UJO'`GO�' ;�, F L O kf •• •.,• A P OF E 5 S r�f�t�tttalati't�` 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 Lo co o o S g N x tJ O O N J W N Yk LL W N) N3 r-�� - W a m tJi U_ a R Z 0 J O ` R ° W t O � O O ~ W 7 W N CO LL O J ¢ Z IL Q a Z Lo MZ WLn0 N 0 U U J rU W ❑ ❑ ❑ N 0 — o � z ti Q N - N M z �Q) c o +� cn w � m U 0 N r.0 o c �N io U � L.U. — EWIN oI. N U o °J N O 0) 4 cio o w M z U_ Q E m o Z® E: 84 H @ wz = xo C it oo Z41 — N L 8¢ ¢o o� it z Ww w� rp Cn C z < m o z � w J F� Q zz o s OLL z go Q. a N W oz J < -F Illlllllllll� O � o� zaTo3 ?� a ar Oi >U') J •� 0 00 LO Q) N Q C Y O Q r1 0 /11 00 0 C0 0 = N r •T� O Lo .i. OO o00 N r LO O M N o Z CaN Z E O �i r 003 a 0 � ¢ o � JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 3.2 stzy 2 VARIES 1'-10" i2' CAP CAP 2„ *NOTE: r- N 1" RADIUS �'' i , r c i FOAM TO BE USED = _ _ 1/2" RADIUS � CO 4 ONLY WHEN 3 1/2" RADIUS `� `< REQUIRED BY =,N COMMUNITY 3/4" RADIUS 1'-54"I SPECS. IF NOT, N� `r x - - DETAIL TO BE 111 2" OPENING VARIES 2" � BUILT W/ STUCCO. 1/2" RADIUS " N 1„ 4„ VARIES 1 0" EDGE OF 1' OPENING �.� *- VARIES �k o �2 VARIES r *- 1 1„ M 12 VARIES rN 1„ 1,_0„ 111 1 1/2" RADIUS 4„ 42" 4" 2 1/2" RADIUS 34„ 411 N .: c av CO - - �ISv � ri `D *34) p0VARIES 321132;t' fCl 2„1„„BASE BASE ���1`\�`,1�OWNi���1„ ji 4" 1'-8" � Q`• f* •' �� Gr - C V " 1 0„ 411 U pE � ,f•.i "w a �''i • CU �• • ` v: 12„ FLO, *NOTE: VARIES 8" 2" ♦OpESSIONh�',��\ FOAM TO BE USED co ♦!,'14��1i1liltil°°;�\,��� f� 3„ ONLY WHEN REQUIRED BY 1, 6„ COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2' ( � C � DETAIL TO BE 2„ -�� 2„ rl co BUILT W/ STUCCO. 24 . �t EDGE NG I I ' � OPENING -1/2" THICK 1-1 /2++ THICK To the best of the Engineer's knowledge, information and belief, O the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - �f f' v 4" 10° �M Residential 7th Edition. Engineer's signature and seal is only for !., 101, 6" Engineers signature and seal. the structural engineering portions of the drawing pages bearing 1� 21„ N N n W E 4 , N 4t It O N N co J cc, cp � SIR v ® a Y� c - HIV fn r4 0 - LL W x � 1 ? x5 R y� iii gj M C 2sz d. Y 5 W r cif, N 3„ t° o O~ W i Ij''_ 0 4 N fD Q' J LO Z m e d O LU ' .i _ 1,1 2„ 411 3„ 2„ 2„ iv 'IN W m o a P N M: us ¢ Q j 0 oo Z 0(.) U-j U) W ❑�❑ ,a Q 1-1/2" THICK 3- 1„ C M „ 21„ 2 _ O z N r) O t � , 4 SIN z co ¢N > 2'-411 52" 1,-5„ 52„ 4" n 1'-4„ 3" z `° - � 5a' o jj N i iS Y co 00 IN 7'1��yII� 1['LO LL .yam 1 iiR C) I 2r1 I T1 4" 1" 12" VARIES VARIES O oOft 1 L N 00 0' W z® 2 Wyv 2 all pE I P t 0 't (D + VARIES VARIES c '� o Offi- 4"QO�, g11 FL 0! co w us 3 _ M , _________ 3 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 I` � N� Zo ❑ ?N ;a :> IR iv N �� �a OPTIONAL OPTIONAL a p mo z E U oa �fx ` N _ I ra Rso i CV CV o¢ � 0 0o ' io 1, 41,1 in 3" o >= a s' a S x 2 a R4 rx, a 3„ N w o W a 4: E 4" GARAGE DR. OPENING 4" L3- 4 4" WINDOW OPENING 4" 3" °' mo hF `y' rn 1�- 70, a z ,�k 1 E 2 NOTE: J m `z • FIN. TO HAVE TRADITIONAL T �' w • INSTALL OVER STONE, TYP. ZZ r g VARIES • • LOOK & SMOOTH FINISH 3 < o ," i , • FOAM/ EPS MATERIAL IS 3 t y . ry ACCEPTED o O <-I ir S2 cD w NOTE: c T t w- •FIN. TO HAVE TRADITIONAL LOOK & 1'-4" 0 s SMOOTH FINISH 14 1'-64' 14 12' J 2" • FOAM/ EPS MATERIAL IS ACCEPTED54" > S m 0 1 „ 101, 1,_4" 101. (V o 00 0 ,,. i .fir o00 - N >`° \ V c D r\ > O r J N U Q 0 E co N r— 7 O Lo CV OO 0000 N T L N .. 5 �Ff i o eo o Z � O M ems— z n i� c> r E m E c c v w c ' I p a U Q p JOB NO : 20-8091 2 SCALE : AS NOTED ,) �.: •:` o N o J�, SHEET NO. GENERAL NOTES: a ot iRr:'z 1� • 1.5 LBS DENSITY STYROFOAM ''�' • POLYCOAT (HARD COAT) q • ACRYLIC SAND FINISH F 1 ,1 S > ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14, Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET LZE DUPLEX OUTLET ABOVE COUNTER PETW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH '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 O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I [B]P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150Al200A INDOOR PANEL CENTER MAIN O 200 amp 150 amp UNDERGROUND IlDis POWER CO. FEED INTERSYSTEM BONDING #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER WP GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE A H.B.t HOOD PER SPECS i-1 JL� I TI� I WGFI ' --GFI / I I o ol �� r ROUGH -IN FOR ROUGH -IN FOR LO i RANGE OPT. CLG. FAN/ \ / OPT. CLG. FAN/ I / / ROUGH -IN FOR PENDANT AS \ LIGHT PRE -WIRE LIGHT PRE -WIRE I OPT. CLG. FAN/ -- \ / � i / LIGHT PRE -WIRE PER SPECS !— C. WIC I I A I - � � 12 �� \ AF E ' I D.W. I o SINK w — GFI \ BED 60I ` I l 0 DISP GFI I ' L_ ____ __ BEDROOM \ \ / BEDROOM 4 (� I GFI )PT. I \ S.D.O Fl -� i , REF. I C.M U.C. OUTLET --------------- S.D. — — — -�. ` S.D. I U.C. OUTLET — _ _ _ I ROUGH -IN FOR FOR DW ( ! WP OPT. CLG. FAN/ LIGHT PRE -WIRE \ \ _ _ _ _ GFI 12 7 — M I ENTRY i nA FAMILY R M cH I j GFI @ 44" ! AHU ! A.F.F. I — ----------- -- OPT.. D. AI �I �_� \ I I 1 I i I \ / L ► J I S.D. � \ o VP —� —---- — I I I GFI 44" I I I ROUGH -IN FOR A.F. @F. I I I OPT. CLG. FAN/ I' I I I I LIGHT PRE -WIRE \ I GFI FOR I I \ I GAR. DOOI� I I GFI I I I � � � I I I I S 2 CAR GARAGE OWNERS SUITE \,6/4. C. -- — -- J I O I II j W H VERIFY LOCATION I I I GFI IRRIGATION— _—_______J ELECTRIC�,PANELFI@44"A.F.F. RECEPT. FOR ALARM SYSTEM — VERIFY METER H.B. LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" i N 0 CV C'V N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. H WD 4 oRE con" Ati co r-- Noo.J C: IDJ LL ® d 7�� a U) r- r M V LL W d a Y c mtJiu- a- z 0Y 0LL 0 o o N (2��OEaZ O W J W3 M Z NUU_jO N rz O Z W ❑❑O ❑ M � IEEE � N O o z lo z lo ILf ) Z .1 0 a-1 t6 N w O W o U a; l.l.l J •.,., — m 8 x�y... = y . U o t~ v' ai ¢ • ao �m Mm W M ¢ o Z n u_ L.L- Q E E i tt o a� 8 cu 20 &U8 oo o E gi oQ --z CV L o G r m g ro U ) _ != ❑ o U o o f z , 'a U) W J m ¢ " W z z to o SZ U o aLL o w >o CO � z< a OU3 NO = �U-) J L � m ^, W � 00 U LO .-. V ' O C)C o C T tt) r O) = N r T CO3,N T 00 E c C)r z W Z E O E to c f0 E o U a m a�i a J Q p J JOB NO: 20-8091 SCALE : AS NOTED SHEET N0. 4 I o I I Ia ZONE-1 o T 3'-° ATTIC SPACE CD 2373 SQ. FT. I RIDGE I I W a I d 0 O LO LO I RIDGE 15'-0' RIDGE VENT I LU Fl CNI :12` SLOPE W > 14'-O' RIDGE VENT r- u_ O 0 RIDGE o r -7 I II rl I I 5:12-- PF I I I 1 ! I w I 1! I o `� J r I I I I I i i I I I 0 I I I I ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 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 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50°k of the required ventilation is provided in the upper portion o Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper (Values to be verified with Manufacturer Specifications) SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators •OFF -RIDGE VENTS - 138 SO. IN. OF NET FREE AREA /UNIT ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) •SOFFIT VENTS - 7 SO. IN. OF NET FREE AREA / SO. FT. required needed required soffit by upper •STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA I SO. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN, OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) 29,00000 Main 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL r' �gllli3lifg 6t n��y4ti IGYV Fi�tlll 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. c c d 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 65--0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1'-98" 3'-2$" 5'-0" 5'-0" 5'-10" T-10" 6'-0" 6'-0" 3'-10" 2-1064 5'-11�" 5'-0" 5' 4" REINF. SEE PLAN. FOUNDATION PLAN 3'-0" w Z A rn H.B. U PO@ 1 STORY S3 co � I---------- \ \ \I 16'-0" 3I Z-9.,4 6' 10".3 Cl)— Cfll 0'-0" ■ 1/2" \ :: :: 1 I II I I \ \ SINKDISP } 1 - I ,�n I \ I — — \\ rr — l----- J ;: b III OP A N O I \\\ D.W. T I} 1 S3 T S3 i i —=J \ I — j -- _---- _CHASE TO IS D — — — — — — — II I I — — — — �' TYP@1 STORY U. N.O. 7 STEPS AS REQUIRED PROVIDE 1 �" RECESS \ \ CJ L — — ( FOR SGD. REFER TO \� \ — — — — — — — J CJ OPT. REF. T CJ ::: '.: '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.: 1 CJ ; : '.'.'. ::.' CJ III :: I ■ 10'-104" PER FIELD MASON'S SLOPE FOR \� I KITCHEN ISLAND ; 19 CONDITIONS WIDTH \I� \ LOW WALLS ::: •: I :: b * 4'-0" I \ \ 16'-10" 12'-10" ; J INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ \ \ — — — — —•— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB \ ::::::::::::::::::...::::::::::::: ::::::::::: :::::::TYP ■ ■ ■ @ ALL PLACES SHOWN \ OF CONC./ PAVER T BE 4" Tin, (2) #5 REBARHOOKED FTG. DOWELS 5" EMBED \ \ 0'-0"TOP ■ 4'-0" 4'-4" 4'-6"\\HVAC VERTICALS wW/ 25" EXT. ABOVE SLAB "GRADE 40 CHASE \ \ \BASED ONFILLED BELOW FIN. FLR. SLOPE CELLSTEEL" \ PROVIDE Y2' x 9" \ LOCATION \ \ RECESS FOR FRT. POOR \ _4 o \ \ 2'-6"x2'-6"X1'-0" FTG LIDI I S3 �V 25'-10�" \ \ 12a \ \ 9'-5 t its W/ 3 #5 E.W. () 4' 4" "' - \ \ . . . . . . . . . - CJ CJ \ \ K (2) #5 REBAR r 00 TYP @ 1 STORY S3T I CC I7 U.N.O. S3 S3 / m I -ri I AHU I FILLED CELL 2'-6"x2'-6"X1'-O" FTG N _ _._ _.� : S-5" 7'-1" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE 7 I W/ (3) #5 E.W. G `._ �� -3 1/2" I _ I S3 I M OPT. D pT. FILLED CELL �T� ■ ......... , J .............. ................ . . 0 ____—_ 5'-3" V-10" T_6 I O I ( Ln I T' M I N ■ — CJ I I ; ; CJ — CJ o 3-1/2" MIN 3000 PSI CONC. 2'-74" 7'-10" 1'-I'I ' EDGE OF SLAB 2" I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY ( I : ' K J N 3-1/2" MIN 2500 PSI CONIC -N - SLAB OVER 6 MIL VISQUEEN M �� S3 b I S3 VAPOR BARRIER 35'-4" 20'-6" ■ 10'-0" BUILDER TO PROVIDE (2) #5 REBAR I APPLIANCE VETICALS Win 4'-0" 12'-1" ' O PROTECTION FILLED CELL 19 W.H. WHEN REQUIRED PER FBC q H.B. S3 TYP @ 1 STORY 5'-7Q„ 6,_4Q.. U.N.O. a -n„ n -n„ -n„ n„ F _rr,. 5_23' 7._1 Q.. FOUNDATION PLAN MONO - ELEV-Al CONTROL JOI NT DETAI L SCALE: 3/4" = 1'-0" #5 CONTINUOUS • , .:� REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. 116,' . 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" , l336 ,? V , qb�C14 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. 6Y Q '8 co 1n N N N cb # LL C o N N # LL W Q ,vMr V_ _-' � LL LL a w Z L N 8_ N,ro O Wtoo �pj6' rYO-j a Z LL a ¢ IL N "I Z O x Ln O U M Z U z N O z $ z J — 0- ti [3 U)V) z a c� 2 u- a--+ � U g 0 w s t/1 c w �N co U � w 8 = L U r2 ¢ 0 o CID w Cl)Z o J ILL.W Q E w O oo > N Zo a� OU Ze — U aQ Du O O � O E z aZ O zz z N �w Zo d C LL �o a NW = OO O V tiw i< a � 03 O N A u, L c� 0 00 .! M o LL Y ' O ''ORR V m O le— co �— O = N r T� O Lo E Ltd 'c_ a)N M r ns O z _ a U 0 Q p � JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-116 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] 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 a ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ROOF SHEATHING: (D Q SHINGLE: %fi' EXP. 1 (24/16) or 19/32" EXP. 1 (32/16) i 1 TILE: 1Y32" EXP. 1 (33116) IQr 1 NOTE: I _ ___ —® 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS ®� t� ; 3r 0 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED "'kkk WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 2 [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. - T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY PLGT2 V 4060-M 3770-F 3500-M 3240-F w/ (32) 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 1 590 1 555 1 12-10d x 1 1/2" HHCP2 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S i17�1�011291:1 _\I� 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 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 80. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O 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 j (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 R 2 PLY CARRIER -(A) x CONT LEDGER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4"=1'-0" S E ' • ••fit N ' G c,4 . O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. i17 W O M E Q o� U) r- � # N_ N V � J 0 " t-0a inrz aaLL W w a N N O .(U LL U_ - LL rL — 0. W O Z a O L;°o ig 15'a N(p ~ O0 LL OJ J WI �I- IL Z Co d N M Z ILW F- D 0 O o U _j y WI ❑[]❑ M P Cl) Cl) O O N M z LL 0 o �N LL C� LJ-r � U OLU o fl.1 J J t— — pEp S L (J s C� o' I C U) Q1 4_6 o W M z o Z LL E w� oo zo ¢R z© E ® o a (6 t— O 0 U OG V O U 0< O CV a z o <o d z ¢ L l6 CY - z U mo m� 0 Out Z rz J <� zz (n N om � Z 0 a Z �0 aLL o wY ;o O t0 a= �O O = L i W ca 0 .� 0 00 N Q o U L O m 0 T t0 r = N T T N T- 00 � ai LO M N E 0 z E Q d cc c m a E •• -o U Q p c -1 JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 7 I j I 1 1! !1 1 111� 1, 1 �T fl-1; -1 6 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� . O 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 8F32 1 B/1T FORM & GROUT SOLID V } _ fV Q O r W O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. ON 0 0 so TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T U Q ro m tNOMINAL tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT p precast Tintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S EBAR IN. MIN. AT TOP (1) REQ'D 11 CLEAR ALTERNATE POWERS STEEL LINTEL 4 e O A ° 6 d .M.U. #5 REBAR AT TOP a ° n ° GROUT MIN. (1) REQ'D Q e 1-1J2" CLEAR V4Aa° rn N°C.M.U. 5 REBAR AT Z CQ w O BOTTOM OF z w w w 0 4 o LINTEL CAVITY uu) 0 Lu 1 -BOTTOM O�UOZ L o C%'Q REINFORCING ¢ ¢ C7 in a 7-5/8"ACTUAL PROVIDED IN LINTEL p Z o w r^n D D ¢ O 3 m Qo �, �o #5 REBAR AT BOTTC AS INDICATED NOMINAL WIDTH (VARIES) (4)Lo ¢ a 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 O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" l� tx{�43tk+�St�� as �Rtti �. ........ r V, .ZZ U �. SAS L �lrfE T'OR1Qi. ~ Zr To the best of the Engineer's knowledge, information and belief, the structural plans and specfications 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. r` E ti O c N n # C3 0 � , W *:E �t- r-La m "r b W a LL a he a W C103,L0 Z _ `°m� o O '� cV (D �' O J y Co z Lis co ,,o mL Z a a'Lnp x N O U❑❑ U� y W V M z N M o c, � o Q J N M z � o a--+ (� LLj m U OL11 o N. in W J e- € _ L 8 cwig � d ) Q 00 0 No O Co w co4 J m ¢ O z � E 8 z z � o w 1 � N z O a MEMO IT 6 K OU 0 6 o o L O E N It i o ¢O a z �. ,.O, ra CY mO oLL N J U U F 4 W 2Z 11 3 +Z r 0 w z 5u a m w oLL 3 o w L rr o O co wl z¢ d F oo3 J �C:)cu L 0 00 aUi N Q C o 2O a) m o T (0 r = N O r Lo T 00 200 N T c � (� 04 r Z Z E Oco d U Q p JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. 8 d 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 IRESPONSIBILITY S THE CONTRACTOR'S TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 US SHOP FLOOR TRUSS DRAWINGS ARE T 0 BE SIGNED AND SEALED BY A 0 0 FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1, 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" 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 AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. mBst be 318.1.5 C,?ncrore tetenor grtan menu. r along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Q.0 A va CV a s O /OFESSIC ��81/114It°$1e�'�` �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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a E 0 �8 U) m Co r- Nr� v N O' m � J LL 0 2 °° 7 to co fop it , w 0- N a (0E-- r-La ajM� I w d Y 13r CUwLL a. LU ?: Z i6C�' 11 0 W @0 O@ N� °'. 0 f-LL w Lr.M O J W Z to °, a N Cl OU 0:5 0 U u Zffq z N M z g z d N M z 0 o a--+ N 4C� U O o W t� c (tip F- cn Nis U w r- - E _ N U a � • o CD w co z p � z 2 __j LPL Q 0 oZ© �� WO Z F .L 'T ro Cl C:,E N 3 oa a p c ° a Z t p ¢o w L rp in 0r m0 o of J cn o� z ao 5z mw W <o a- �_ �3 Q Y CD v a 0 ao 03 0 �L J W m 0 .� O 00 > N .-. U 0 0 CL m T (0 r 0 It = N r 0 2 � N In r 00 r ai E w N 00 N o z � 0 �; T- N �6 c f0 a E o c� v m ¢ o m JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. SN A rn i v O> CD a� LO 0 J 0 00 I N :31- C N x 00 0 J 0 00 N rn 1C 0 0 i v a E y N E O S V v C C 9 N ti U v U i U CL �O n: 0 0 v 0 0 Lrz 0 0 0 a 0 N 0 0 w 0 mCD 0 cn Backer and Filler Block Dimensions BCI%oist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P 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 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° r 1/8" gap x FILL CELL w CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK BOND BEAM SIMPSON MGT w/ (22)10d NAILS TYP. �GIRDERTRUSS �— CONT. #5 BAR 2X TOP PLATE 5/8"D #5 CONT. THRU FROM BOLT FOUNDATION �— TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # FLOOR 2ndDS Solid block all posts from STUU above to bearing below. SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. 4 Clinch nails �( when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING%" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor coh rmn w/ Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - c5 STUB -OUT FOR 1'-0" 0 0 0 GAS METER O o � U O 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 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. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Qi/ Provide adequate bearing for each lapped joist. Old nails SECTION �a INT. BRG. WALL N.T.S. 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 (0 t (0 6„ WE ge A 1 2" ROUND HOLE MAY 6„ 6,. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 8 1`-0" 1'-l" 1'-2" 1'-2" 1'-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9, 3'_2" 3•_7" ,y 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9 2' 4" 2'-11" 3'-7" 4"-2" 4'-9" (ft) 16 V-0" 1'-i" 1'-2" 1-2" 1'-7" 2'-5" 3'-2 3'-10" 4"-9" 5'-7" 6'-4" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'_11., 7'-11" 16-4"Span 24 1'-0" 1'-1" 1'-2" 1'-3" Z-5" 3'-7" 4'-9" 5'-10" 7'-2" W-4" 9'-6" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 12" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d jut SIMPSC w/(22)' NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 'TI I III I I I I I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM "e . SEE PLAN FOR A ° • FOUNDATION INFO " d. C STEM FOUNDATION y \ 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 p depth i I -JOISTS BUCKETS N.T.S. GRADE _ a �—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @a MID SPAN SIMPSON H10A w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION 1' o 4 •. a. a. a G .' C Ilirll :;IIh �� � 12" BELOW GRADE NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION 4 d. /PVC OR SCH40 SLEEVE ,—PLUMBING LINE Z 04 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a c d C G G A d Q �7 Tr a SEE FND. PLN. SIZE & REINF. 1 s \ N fit} 0 r FL0 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. IW- o EQ m '�` O N N\ J 0 (04 =�20 (au) LL w N9 a to r- o LL w a a �MvY u:i En J U_ LL n LU3: Z cm0 0� �Nco ir O J Z ILW IL ink°'°' daa o J a N MZ 0r N O U cn 0 U W N M o g z C N z o � J t/1 M z a (D , 4-1 v, W � (D _ OLU Ln N c w RigW c� J r— — E t I z c U) Q 0 N I� o w M m o z a i? p zo oa wz z <� ?® Xg ?M Im B CDf N t.az ¢o 0° ww r i .� ao Y m0 o 0, - C J mo �� <w iz N �w go Q r� V 01. LL K g 4 p� a will 2 F �2 o - w¢ F X° .i O CD 1q_ oir a F o- O = > Lo J L � W � `J 1✓ • r_ Q /i� �/'� w 0 N U O O r1 0 A \ Co 0 (0 O r co r = CV T 7 C)LO i 00 000 N r E L() c N C) N r Z cc Z E (D d E O 0 U v w Q p c c JOB NO : 20-8091 SCALE : AS NOTED SHEET NO. SN 1 • a N LO �o J 00 00 N TJ- C v 00 0 00 I N c v i C Q N 0 v a E v c c J t/A 0 v 0 UI 0 i 0 ti I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/$"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR „ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B . (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-I (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" 1/2" GYP. WB (MIN. GARAGE SIDE IF @ APPLICABLE. z - 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & .ci SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w! (10)10d NAILS SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH Cl) `"' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PRE ENGINEERED WOOD ° ° ° A.F.F. OIL O.G. OR 5/8"x10' WEDGE ANCHOR @ 24"0 2„ x6W1.4xW1.4 C ) INCLUDE THE WALL ATTACHMENTS 2� 6x6W1.4xW1.4 CH MEN S D ° � TRUSS @ 24" O.C. U.N.O. e _ =III -I I �111= m D D �} I��I 4 ° ° e a ° ° ° ° ELEV.-0'-31/2" z WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) WI I I III I I I I III=1I I I L=, Il=I I=III=I D ° I I I=1=I I I ° ° d a a ° ° a d ° ° 4 °� 2x4 CONT. ° ° ° ° d A.F.F. p 12 METAL PL. UNDER EA. TRUSS III, —III III —I — '-' I I I I ° ° ° ° , . „4 / r „ „ 51/2 4 I I=III=III-I �I 1=III=I I �I I I=I I �I I �11=I i I I a o 1/2 (min.)- 4 -�I�- y_ (min.)- - I= (TYP.) VARIES MOISTURE BARRIER —I �I=I 1I - 11 i I I i I L III- ° ° I I° ° ° o ° a GARAGE DEPTH VARIES ° ° OD `' -' ° r 31/2 (min. - 4 � - . I- i OD „ „ _ 31/2 (min.) - 4 -I��-T y SHINGLE ROOF „ II I $ �� � � _ T I � _ _ I ° ° ° ° ° d ° d ° g _ _ 1 I I 1� fly ll�f III 1Tf 10 INSUL ION LE ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING () - -III-T��-III- 2 #5 CONT, 4 1 4 '-'r' ' r 8r 2 #5 CONT. 'T ' "'- () 4„ 8" FRAMING SHEET FOR MI N. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEPrcC ` ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 � "= V_ � SHEAR WALL SCALE: 3/4 -1 0 S3 "= '_ SCALE: 3/4 -1 0 S3 - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILINGBOARD EDGE ER CODE (OR 5/8" ALUMINUM FASCIA cON��N�UR��� GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" 0/C M�N�M�p s 8"x8"X16" KNOCK -OUT 6" N -OU LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT „ 1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1U-0" (R302.11) SEE SECTION C/S3 FOR PLAN P.T. HORIZONTAL 1x2NAILER #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " TYPE MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24' MIN. LAP [ ] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) _ ^ ARCHITECTURAL w/ (10)10d NAILS - T SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ¢ t- o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i1 _ END OF 2" x PLATE WWF OR FIBERMESH T E M „ 1x2 PT WD FURRING @ 24 O.C. FINISH NP ASSUMED FINISHED GRADE ci , p D D PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR GRADE #3 & #4 LAP SPLICE � 40 MIN. Fy=40ksi 0 , D ° ° 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° D _ DFINISH GRADE O0 D' �, [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] _r m _ I I= o =I rT DCELLS(SEE U.N.O. FOOTING MONO SHOWN p ° o _ W,° I I —I I I — A4, 1x4 P.T. BASE NAILER FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY D D _ p p o ° o-1 ° III=III=1 _ _ °O 1=1=I I=1=I I 1=I 1=III=111=111= z 6 MIL VAPOR BARRIER I ° ° III - -_ T - I I I-1 _ z D I=�—"'= T #5 REINFORCING BAR #5 LAP SPLICE R 1 7/8 --r —I fi 1Tf—ITI 1111� I LTf- 4"x4" INSPECTION I=1 I==1=III=11= 2 — —I I II1I 2) #5 CONT. 3 1/4" BASEBOARD PORT AT EACH NOTE: BEARING WALL ° D D III= _ _ — - =- I =11=11 i- `„ I I ° . COMP. SOIL. (COMPACTED TO - D I 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS g° 1.4" g" MIN, 2500 PSI CONC. SLAB FILLED CELL TYPICAL =III=III=III=III=III- W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ = =I =) _ _ -i = = -- _ ° i - -Tr I 95 /o MODIFIED PROCTOR ASTM I— I �- I I= =NIP � � 10" (TYP.) MIN PSI MAY VARY PER cf) AT GARAGE CONTRACTOR co _ _ _ _ _ _ III=11=11=1=1=1=11=11=1= =1 —111-111-111-111—I 1-111-111=I I1=111=1 I1=111-1 __ _ -_ I I 1= D1557) 4„ 11_4" III -III #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR cURBDUETOSLOPE -1 _1i i1(I 1 1-f III- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ ,_ „ SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 - SLAB INFORMATION. SLAB INFORMATION. f ' L r —I - I o ° D I I'00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 - � 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D - = I t � I I= = z r- min.) 4 FOR TRUSS BARRIER D , C 4 `V ° a GRADE AT 24" O.C. MAX. Ak CONNECTION INFO COMP. SOIL. ° z - - - - i i i -III TOP OF BEAM & LAYOUT DESIGN ° =7 � °a (COMPACTED TO 95% - =I - I I= MODIFIED PROCTOR - - _ - ° _ _ - - —1 I I I -I I -I (1) #5 REBAR w/OPT. S RE ENCLOSURE HTS20 SEE ROOF PLAN FOR STRUCTURAL - - - - - a ° ° A L� r T co ASTM D1557) _ _ —I I L� I ��,-�; ' "— -III I I I I �I I III —III- ' " (2) BEAM SIZE & (- T � a 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) 14— I �� I I- CONNECTION INFO a Cl) - ' � 8 ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) STD. 90 HOOK (SEE DETAIL ) MIN. I � 2u4 P.T.— PLATE I 2x4 #2 SYP P.T. FRAMING w/ '� �'�` �,I 8 g 7rls" „ MIN 7/16 O.S.B. SHEATHING-4" SEE A/S3/J/S6 8 „ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °.s.s. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION ¢ > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM " 1/2" FROM SLAB u' o w CONNECTION INFO. SLAB STEP &RECESS S.G.D. 1, CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND �- � ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • , " INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS 1 DRIVEWAY EXPANSION JOINT _ • a.' ,' 31/2" COLUMN TO PORCH SILL w/ 1/4 x3 TAPCONS AT 8" O.C. � MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS z 13" O.H.D. RECESS _E . '„.° •" GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS r; �' ' M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS _ EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. c TO FOUNDATION PAD 9, 4. `= ^ ' "''' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' _ Tf j=,T (� .. .. ` • �__I ` > -III I I :.. `_ I -� Iv I I - PLATE TO CONCRETE (MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co oo Z GRADE a ° -( ) � 'a.•: 4" oo _I L- ~� •'.. e._ 00 TENSION 120#) CONCRETE SLAB -r�� FILLED SOLID (SEE PLAN FOR a_ ;d III-T1 7TITI ;' 6 x 6 W1.4 x W1.4 t SIZE AND REINFORCEMENT) c� 1=1 =11-1=1= fTI�I I I 111 4•a• •i '.• • . .a. ' •, ':% ^ - ,_ 0o WWF OR FIBERMESH "' z w �- w I-1- - ..w I —III LI1=1 I z 7.III _ E : �, - - _ , ' - ° BRICK PAVERS or SLAB PER o w (n _ p —III- a� - -- SEE A/S3 OR J/S6 I� IIIT SEE A/S3 OR J/S6 'I I II I ° 6 MIL VAPOR T= I r- - I- L l - - -_- - - _=1 0 -0 FIN. FLR.� COMMUNITY SPECS � ¢ _ =111-111—I 1=1 I 1=111=1 1 —; FOOTING _ I I I , , I I (III= �r -� 111—III—I 11=1 11=1 I I I I I=1 11=1 I, U „ FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER — -]��=_ I -� ( I -I I - -= I- BEYOND _� 1=1 1 1' " (1 STORY) / 1'4' (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) - -I _ '' :'; '• :'r PAD REINFORCEMENT 3" MIN CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) 4" 4" •• .. '� SEE FOUNDATION cONO. PAD INFO. FOOTING WIDTH . SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTC. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= 1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. "o v �4.F 0 40 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 FWco - f 11 Q O 0 8 N r# (A N m LL ® ��LLw ; d N vi � cvot Q � M JLL U- J LLJ LLa— Y d (Y 0 Z Lea �o o O w W r rn m ¢ ¢ d Z M Z a 0: D 0 N ZO U U W DOD V M z N M o0 z z n Q J — N N z 9 � o n V 0 w o cn �N U w .., i EE wigL 3 l U o' °! c `) ®ID o CID W ® M J i o ZZ < U_ zo z > <L C O wztt. Za oa F'— ry x go U a, U O 0Q CD N < Z w oo <o w W U.)cYoz _ U " m� o Z Cl) J m Q W 0 Z rn < oa Z g N Q a0 �W ¢o r� 7 ¢ 0 O w z< 0 U� C C:) 01 .y T Lo J ai � ^1 W ca 0 .! 0 0 00 N C Y p a �1 0 0 /I op O COOD N T 00 E N `N r z z E O d U J Q ru J JOB NO : 20-8091 SCALE : AS NOTED SHEET NO. S3 (MONO) M®Il�ti�It�IllilAYRlI 'IAA'( f�ll�'. ifl T3 00 c a� v x LA CN O 00 I N 4 rn C C ,n 00 0 0 rn 0 00 I Ckf i iF Q N N 0 a E a> E 0 S 0 J EZ 0 0 i 0 i 0 U J tz 0 0 a 0 0 w m Lo (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ( ) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" LS SPACED ❑ STEEL AND GROUT EVENLY EXTERIOR FACE OF BLOCK ❑ no EVENLY 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\_2xBOTTOMPLATEW/(1)10d@8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (T1(pj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER `+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED i SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL r ' TO DRAIN � DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ A WALL ❑ ❑ ❑ WALL CLEAN -OUT SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW rC� MASONRY LAYOUT D S4 SCALE: N.T.S. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 411 a a 4 a a 4 p -IFg STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 41 �]L IL 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 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 f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 4 8 a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS rBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD 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. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF 48,PLICE STAGGERED -10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TON PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 ­11 NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON SP4 RECESS LINTEL SIMPSON SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT a I I 4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. oviv ;a •; N . vz/,s, Oresslo\ "t �I�F�Olilldiet"E11�� �°, To the best of the Enginee s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiai 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 a o E o MS O N04 n co r J ® 6 � � 00 0) _�9* �t W fA aNMV cn � � —0J w a LL D.. e Jug aW� O Z L m 9 0 o W W og�`O mm J W z IL IL rn, Z� Q Q a N M Z O U Q' D O 0 N ❑❑❑ W M c� z N M — o 0 z '0(0 z J — o_ N M z C1 a)V) 0 LL , l T L„ U 0 w s _ N N A (13 (n v v w m L N c U) ¢ N 0 0 ®0 sm W M co m 2 o S z Q u Q E E �� z Z® o4 OU 2 f6a X ¢a 0 ,U 0� 0 O E N rp i a z wo d z w CO ao mo o f z o g0 a U cE <o a� iF 1_ r3 O ;JJ w = 1O 0 0zla 0 o 3 E2L J L. rn W � .> 00 LO CN �-. Q C Y ' O O /, m r^ rl/ O �— cc ,-- 0) = N 1— ai T N r 00 0 M N o m Z E O ui w T r Z m m a E 0 'D ¢ o CD JOB NO : 20-8091 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 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 EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. 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. EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR END d TOE NAILS @ EA. .• BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10dX3" 3" O/C w/ 10d NAILS 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX. 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING FIRST (4) ROWS OF (2) 16d OSB SHEATHING ATTACHED NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'7 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" 4' O/C FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2 x 8" 'J' BOLT 48' O.C. 2x4 "T" ON TOP OF PANEL �° ljl� @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O,C. MOISTURE BARRIER 10dx3 @ 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. S5 51 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N (V X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 4 x INFORMATION �= Fi SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF . BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE -- ►1 NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2X4 PANEL BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 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 4 • ( ) OIC w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d "L NAILS AT EACH STUD (2) 2"x8" " BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 1FASTENED 6d PER SIDE ITH (3) SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 112" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE. PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS(**8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 7 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'4" 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 - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 p Cj( CORNER JACK C7 Y a U W z X OU HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�I� iON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX. 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING FIRST (4) ROWS OF (2) 16d OSB SHEATHING ATTACHED NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4'7 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" 4' O/C FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2 x 8" 'J' BOLT 48' O.C. 2x4 "T" ON TOP OF PANEL �° ljl� @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O,C. MOISTURE BARRIER 10dx3 @ 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. S5 51 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N (V X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 4 x INFORMATION �= Fi SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF . BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE -- ►1 NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2X4 PANEL BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 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 4 • ( ) OIC w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d "L NAILS AT EACH STUD (2) 2"x8" " BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 1FASTENED 6d PER SIDE ITH (3) SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 112" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE. PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS(**8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 7 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'4" 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 - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 p Cj( CORNER JACK C7 Y a U W z X OU HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�I� iON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" 4' O/C FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2 x 8" 'J' BOLT 48' O.C. 2x4 "T" ON TOP OF PANEL �° ljl� @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O,C. MOISTURE BARRIER 10dx3 @ 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. S5 51 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J - AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N (V X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 4 x INFORMATION �= Fi SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ 1/ (2)16d NAILS `° 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF . BOTT. CHORD FOR 4 EACH JOINT w/ (3) TRUSS SPANS 10d & (2) 10d TOE -- ►1 NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2X4 PANEL BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 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 4 • ( ) OIC w/ (2) 16d (D = 0.148", L = 3) OR EQUAL (D = 0.207 , L = 4 1/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL () ROWS OF TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d "L NAILS AT EACH STUD (2) 2"x8" " BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 1FASTENED 6d PER SIDE ITH (3) SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 112" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE. PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEETYP.WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS(**8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 7 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'4" 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 - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 p Cj( CORNER JACK C7 Y a U W z X OU HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�I� iON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE ATTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \- MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 7 z W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'4" 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 - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 p Cj( CORNER JACK C7 Y a U W z X OU HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�I� iON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"X1 1/2" SDS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 p Cj( CORNER JACK C7 Y a U W z X OU HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�I� iON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �I�I�I� iON NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e °Gar; S 'b C-4. < 11IIItt1 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. 11 4co IT E M N c�p t.: N p m j li 0 ru-) c0 N 7t LL W cnNC LLw IL Q0 eiMv a Y w `'_Ou_ 0 casQi�a 3O Z P- O m Cam Oito 2m m Z r ZZ ONONU¢VHWcnC ❑❑❑ U IL U) o� z � S z J Q � N M N4-1 !z!^^ V O U o A 0 W o c C, �N � r— U 6 W M Ewinal _ :E� w lI U o 3 C2, • En ID N M I� C W M i z M Z O C v� � J L.L zo >N Q E. 00 <N a Z® E: CJ ? o a 0 ° H iO x0 U p _ E as oQ i az N (a ¢ w z wo tt� o _1 - a Nm 2w V1 J W. -0 z Cn � 0a go son N W v K 0 <o r- wz =3 CD xo c.0 a oa � ZI¢ U 3 p _=_I > Ln L W m .> 00 L.L U Ln Q C ;e 2r1 ^1 m O (V T T O LO 04 2 00 000 N T— .E M e\— Z cc N z E O C C IL 0 _j Q o JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. S5 3 N Z C LO • O to 00 I N a d' C CD x 00 0 0 J rn 00 0 i / 3 O O / d E FT CD E 0 2 0 c J y Li 0 0 U i 4 0 d i CL 0 OU J c� 0 d 0 0 0 0 0 W 0 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT Mom( 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 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 ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD D O.C., 2 ROWS STAGGERED O. TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL `,STD. 90° HOOK (TYP.) STD. 90^ ` i� 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P,T. STAGGERED @ 12" O.C. FILL SOLID LIDLS HOOK (TYP.) BOTDOOR FACE NAILS 10d @ TRUSS VERT. WEB TAP x 3 -1/2" JAMB (REFER TAPCON @ 16° 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4I�JLJILL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" TO PRODUCT 2' EDGE DIST. ( ) � � JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ ±2" NOTC F @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. 2x8 P.T. ATTACH SECOND PLY w/ ' w/ (4) 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4' 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ' ±5^ FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER _.T, v FOUNDATION PLAN FILLED CELL INSTALLATION rH 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 3 1/4" TAPCON (1 1/4" MIN. A -A =1610 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX .e SOLID W/GROUT ,i 2- 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS • ° SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" 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"x21/4" TITEN = 2150 #) ;. 2 x 8 45' DIAGONAL (4) 10d NAILS 7KG LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT H.S.B. FOR CONTACT ENGINEER OF RECORD FOR ' SCRIBE (NOTCH) POLYTHIS AREA 2 x 8 45 D174GONAL BRACE AT EA. FURTHER INSTRUCTIONS. °~' ' %• BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN b CONNECT W/ 8d NAILS BRACE/JBLKGINTO N.T.S. INSTALL WDW. SCREW ANCHOR-' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° ARCH FACES W4 INTO ARCH BLKG. PER ) 10d NAILS THRU OSB INTO 2 x 8 ( PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4"MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ k °�FRygN TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. + �FNC 1-Orr 5r_�rr SCALE: N.T.S. SS 12 + TN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE , + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° ° " " WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO11 K.) „ MAX PER NAILING SCHEDULE ALL TO SUPPORT ° ° o.. #5 BAR 2'-0" 8" BLOCK HEADER SOLID SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON TRUSS + + SOFFIT + A' .o p ° ° CENTERED W/ ° 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP y N TOP O , ' KNOCKOUT / c� 8d NAILS EACH TRUSS > . 8d NAILS @ 8" O.C. AT BUCK / _ ° CHAIR BLOCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • CONNECTOR °�• ' - p, MONO FOOTINGRd •�' P° f SIZE AND REINF. PER PLAN — VERT. BRACES WHEN HGT. OF EA. SIDE TAPCBUCK 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" - (AT BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED OOF BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °: C:)SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ASTANDARD o99 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL �' �'• �'- �' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • • ' • ' , : • . , �- • �� , : �� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ►: • � • � � � • � � � • THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. SHALL NOT BE FRAMED AS O.C.Sk r �.. �. �, PER INSTALLATION DETAILS B-B ARCH DETAIL K HIP' DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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 DRILL 34'4" MIN. HOLE SET BAR IN r_� 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 4 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 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6` EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCINGTOP WITH w/ SIMPSON O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6�-0" EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) 3 MIN. IN. EDGE DISTANCE w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP tl 0w NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ° a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT P o I — — V , r ---i l I— g P PRESS PANEL REINFORCING INTO PLACE. #5x6 EMBEDDED INTO * 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I I I - I— ¢ EXISTING FOOTING (2) #5x6IN CONC. SMOOTH. DO NO FURROW. ° _ p I —ITF N FILLED CELL DRILL 3/4 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT o- GRADE �- x5 SET BAR IN EPDXY.,_ FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP P, p . ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N REMAIN FREE OF MORTAR. NOTE: `' z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. KSEALANT r g • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ° ° '0 4" SAW CUT T EMOVE SURPLUS MORTAR DRY. GLASS BLOCK DETAIL FACES OF GLASS BLOCKS TD \ ° (2) #5 REBAR. MIN. 3" TOOL JOI S SMOOTH AND CONCAVE, BEOFORE MORTAR TAKES FINAL SEM (REMOVEWIPE 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 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4 =1-0 „ SCALE: 3/4 = 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. f �`A``®' ��,R�tE1s��it4ifl81igd , a �� ,: •\Ca n � � pG ��,• C_ e �'•. F L Y/`'lof'it I I I I1111100 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. Uj Q v E O 8 CD Xk N 'o'4 fC N C31 -j f) w (n t-r�? LL W IL Qa) M V W LL d Y rL J mCv L o 0O JN4 O, Uj 2 W Q JaW ¢Z IL LL Z 00 Li) O ZN _jC0 O UU W N M N O z z o J N - N th z o a-,3 v, Lij � OL,., .)U t/'I Ln o c w ws � r U W � ,. E — M 8 o I I C) 'o c `D ¢ ° O Co w M 0 ¢ o -o z Q z U_ Q E O E U > ¢� z® o� gS H @ CO 5z U 4~ � S p 0Q C:) i ¢- .0 0 ww d Q y U m 0 o O Z z a 3 0 �z U� O _ 611 M, ,- � � CO a °O = �L J L rn W cc o W LO .-. V ' o C:)C m ELO �. n r 00 0000 j r E N o) CV.. `y r Z z E O W cc C a v _j ¢ o C JOB NO: 20-8091 SCALE : AS NOTED SHEET NO. SS i w 3 R Q m S co N 0 0 J rn .co I N rn N 2 00 0 0 00 I N L -0 0 3 a N N E H N E v CD LZ E2 0 v U i a 0 Cl- 0 J [V 0 0 0 N 0 E3 �r m v N CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONV. 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 ­�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 0 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. , • CHORD AT ALL HAND FRAMED AREAS TYP. ----Z—WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE TIANIM 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -_ ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT C OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) 1 Old NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 (2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE �K WALL SIMPSON MSTAM36 w/ (7) 10d 2x SPF #2 USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FS F TOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION_@ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r•1 rl-r I r1 A I n 0 PT I O N A SCHEDULE/PLAN OPTION B 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 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTIONK"22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ -H SEE TRUSS PLAN ae. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS e COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE K_12� SCALE:NTS BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL � SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE:NTS DETAILS &SECTIONS i lillo/ 11/Pz \\4\�101%% o e ,..... �• SE •r N re r =Q ° uvc 0 s a. 5 ; Q .• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E M Q O 10 N C'4 W Cc,)u- 0 W 0.# �p LL W 7 to 0) (rr'�-_ M v LL w a a Y a a m LL vi a 0 _ �I � . >'@NO W O w O J �2Oj°' Cj = ILz d a N MZ O 0 Z RLn 0 U rn ❑❑❑ O � o J — N N z LL 4-1 (n W O W p :n U C W � L J ji� N c � -o Q N 0 o w M M z o Z 1 Iz E o �a os W z > �& Z® ❑ a m t 20 ¢ ¢ =° U O O CV N a z o ¢z W z Y- C U y O m0 Y� C J �I ¢ W U) y (y > CL < w OU LL Z p �U a �w U �0 � �1- =k o J Z w x H <o IIIIIIIII� CD _< I aF °� O > ISM L. m CM n, W cc O .! 00 U LO N .-. Q > C Y o C) 0 Cf� W m o ca •1 N T- 0 Lo OO 0000 j r ;; E i.n N co z ccN z E O Cn ca E C JOB NO : 20-8091 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF °' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE WINDOW FRAME q WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure i 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 DO NO - Bono SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as# 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 '.��nLll\l �- lllll'1J 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 SLOPE WEATHER ✓E BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING e 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT a fj 4 a 7� a SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu m Q Z �r 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 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 EXTERIOR CEMT• FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING draining t0 the exterior Water that penetrates the exterior Cladding. SELF -ADHERED FLASHING BUILDING PAPER 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 i 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 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. 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 2V Q 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 MC EMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (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 SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTENDAMINIMUM 6° READ ESIVEASSHOWN)LEASE PAPER TO contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 v 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 ' 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 gutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 Z g 0- a LU LU PLASTER STOP -� _ U) CONTINUOUS BACKER J U 0 ROD & SEALANT W = LLI Cr LU A U) 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 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. ',--DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS I 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 C-- N O N N 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 Engineer's signature and seal. H � W I- Q o E O $ r_ 00 N 7k NM (a u-w d N N V)��a No tea= Q JLL a.i Z 0 L 0 (6 _ 'ca c� co 0 0 Wa g °' °'Cal ZN IL co a' D O U z W o oo❑ CD M Cn N (1 0 0 Q a � N - a--+ ra w � y Ii U O Dlun a L.0 C N VLn S� ca c J o i'•�., sith E i s 8 r of cn QCo 5 �0 r- o CID �W M ¢ o Z J rl- E E OO N zo is `?° wz TN Q o Z© oa H N X2 U � .z D U p o N im woo < �z w W 2 L .l) C: Cl)C o m 0 F K Q iL oa Z ao LL �w of �3 �O o Cfl V- w;� °za a �3 Lo J L ._ O 00 > o O CL O 0 (D m O 00 E i� tD r = N r 'T� O LO .L DD 00 N T ai Ln M N o c Z N E O y r Z cc C cc � Q o � JOB NO : 20-8091 SCALE : AS NOTED SHEET NO. W P - - - �1 i� MITT � I � I I� I„ l s li 111, lf -" 9ul 1111, I !flItll V.-. Ii Jl t 01 � !'IIK1ii 1 i N IhHII ,IIKID :I1!,1 11' illi I I Mounting Brackets (10 G, +1/.2* x +1,,,'2'x 2-1 Z' See AnOur Sr-hed Bolts 1(2'Dia.A32SG � 11aI1v. V, (TY111) a Washers Sdf-i c+ckiin Nuts I A back Cross Support (May be cut to ilill Right Bracket (16 Gauge) 14 Self -Chilling st"s A/C U l� t Bottum m Edge Hurricane Strap Typicak31nftgrit) Front Cross Support (May be'utto WI Left Brackit 06 Gauge) N # 14 Self-DrIlling Screggs Thru Brackets 6 Back Cross Support Into A/C Unit 80tOrn Side (Typical- 3 each side for hurricane use) INSTALIATION INfORMATION Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1114r2021 Product Approval Application Detail Code Enilty y Data our. Date Pending rule Ion Version Manufacturer Contact EntainterLuPproo Valliddrod By validated submitted FSC Aboul A,-.d status Ra,qsi.h 2020 Drexel Metals, Inc. J.- Shara.l. Z-huy R. priest Locke Emden P.E.08M02020 081092020 OW012020 10/13/2020 Approved cw.g.y: Real (502) 303-1511 PE-74021 (334) 300-1800 SubCallogory: Metal Rowing ishumbtb@droxmoLccm, CoMllance Method: Evaluation Report from a Florida Registered Architect or. Licensed Florida Professional Engineer Quell Assurance Approved Aw Use Abon.wid for Use brapeat D.Igh 8-0 # =Number or Name Product 11)"orlotion Contract Ex WOUGh Data In HVHZ Outside III Resilient Presft 1 bring Systems DMC 10ON8, DMC 15053. DMC 175S, DMC 2008, 12131/20Z5 Yes No WA OMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 115=1 r&A Eftl or ZU 20 Data Pending =2 jypy V"'I" Contact Enalnear & License Validated Be Validated SUarritted POC Approval A,-,d 2111111 Affirmation 2020 Small Varn Products. Inc. Michael Harm.. F. Norar. P.E.Look. Bowden P.E. 127&2020 12h612020 12282020 Approved Category: Structural Components (877) 441-0368 PE-73770 (334) 300-1800 .ubCW.goFy: Products Introduced as a R ... ftf info@smertvent corn New Technology C""I"'o Method: Evaluation Report toma Florida Registered Architect ma Licensed Florida Profesilmnill Engineer ='J" has ",'1rb4*4,r "10"' Proalud D,,IMI,a C,.raI Eats Acal 1, We Approved In FIvHZ Ouald, for Use HVHZ Impact Resistant Dad- Pressibura 1 del Dual Function Flood and V-1fl.tion Van Yea Yes N/A 2 S flVentiol.d.1#1540-511 Dual Function Flood and Ventilation Vent Imin"20 Y.. Yes N/A :100/-100 ioct_ 00 3 Sm:rtvmt M.odd:: #15540-520 nZated Hood 1 213112020 ye Yes NIA .1001-100 4 sm dvent M #1 40-521 =�t Insulated Flood V. t 12131t2020 Y.: Yea, NIA �11001-100 5 V 2'm N ant Mod:: IM 540�524 1"quot: Garage Door Flood Vant 12131/2 020 Y. . Y NIA NIA 6 =VmtMod #1540-570 Smart Wood Wall Inwilifted Flood Vent 0 Yes Yes NIA '1100� 100 7 SmulVerd Model #1540-574 14.5&ql Garage Dow Flood Vent �2131(2 2131/2020 Yea Y. NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 .13 117/2021 Code Entity a )Pate20 04" Pending two varl Manufacturer conlapt EnalnNrB License VWldd,d EW yallwalled Suaril F13C Awnphral Approwd Rvesion 2020 Thernal Corporation 9... Jasper,. Lyndon F. Schmidt, P.E. Ryan J. Kng, P.E. 07123/2020 07112/2020 071292020 1011121IM20 Approved Category: Ederior Dows (OGO) 843-7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Dc=embfles aJ.%p­QIh ... hu.b. C.nnpI-.Moh.d:EWia.fionRa rI . m FlmdeRegistered Arch feet waLicensed Florida Professional Gingiree, Quality Agsunsunce Approved for 1). Ara,,d for Use Impact D-10 !='-RNb"eM,C1 r[.1 Product Description Contrill Djft In HVHZ Outside HVHZ R,It,,t Pressure 1 I".1a end Smdh -Star Norninal 6&#39;8 &quw;Impact&quw; Opawe I No Yes Yea NIA Composite Edge Fiberglass Single Dow (lawInWOutwing; X conligundlon) 2 b. Theme-Tru Fiber -Classic and Smociffi-Star Nominal 6&#39:8 &quot;lmpactaqum; Opaque 12/312021 No Ye' Y. N/A Composite Edge Fiberglass Single Do. with Sldelfte(s) (Inswing/OutswIng: XO, OX or OXO conlounation.) 3 c. Therme-Tru Fiber -Classic and Sar-h-SAeur Nominal 8&#39;8 &quw;lmpacttquQt; opaque 12t312D21 No Yes Yes N/A Composite Edge Fiberglass Double Dom with a without S,d,lt., (Inaw,rg1O.tswlrg: XX or OXXO conflii-dons) 4 d. There-Tru FIbu,ChsssIb and Smooth -Star Nominal 8&#39;0 &quw;1mpact8quot; Opaque 1213I2021 No Yes Yes N/A Composite Edge Fiberglass Single Dow (InswIngVOul X conAguratlon) 5 a There-Tru Fiber -Classic and Smooth-Slar Narair.1 88439 'o &quot;lmp "&quc` Opaque 12J31 f2021 No Yea Yes NIA Composite Edge Fiberglass Single Dom with sl (Insing/Outswing: XO. OX or OXO conligur.tion.) 6 f. Therms-Tra Flbal and Smooth -Star Noralral 8&#39;0 &qJot;1mrhct&quot; Opaque 12131/2021 No Yes Yes N/A Composts Edge Fiberglass Double Dow with or without Sidelltes (InswInWOutswing; XX or O)(XO contgurattlo") 7 g. Thera-Tru Fiber -Classic and Smoolh-Star Nominal 8&939;8 &quotJp.m&qht; Glazed 12131f2rr21 No Yes Yes N/A Composite Edge Fiberglass EA. On, [low (Inswing/Oul X configuration) 8 h. Thera-Tru Flber-Cl.sglc and Smooth -Slat Nonal, .16&#39;8 &qU0t;lmPad&qWr, Glued 12/31/2021 No Yes Yes NIA Composite Edge Fiberglass an gle D­ with Sidllfit.(a) (Irswirg/0.1-ag; XO, OX or OXO conligurations) 9 I. Thera-Tru r1lbel,Cil and Smooth -Star Nominal 611 &q.w;I.p.ot&qu.t; Glazed 12t31/2021 No Yes Yes N/A Composite Edge Fiberglass Double Dow with m without Sid.lites (IrswinWOatswang: XX or OXXQ ccazuratloas) Quality Assurance Approved for Use Awahnnid for Use Il Deal., Sea # Pro duct 11 Name Product Description Confta2U!_x1=w_ Date In HVHZ Outside HVHZ Resistant P.... 12 Fiber-Ciassic and Smooth -Star Nominal 8&#39;0 Glued 12,3 1 No Yes Yea N/A Composite Edge Fiberglass Double Dow with or without Sid.11tes (InswIrWOutswing; XX.r 0)0`0 corliguarstions) Florida Department of Business & Professional Regulation Page tort Building Codes and Standards IFIMI Product Approval Application Detail January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET{ 2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if I they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IThermaTru IFiber-Classic 1 1 1 A. SWINGING and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80-0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332-1 - FL15332.5 +40-0/40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.1 0 +30-0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499-2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL1 5351 -1 +55-0/-55.0 psf 2/16/2024 C. F D(E D MI Windows and Doors Series 185 FL15349.1 +60-0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261-1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 Ill 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97-5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuIfLok 16" wide roof panel FL1 1651.2 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 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be nimilnhlim fn thin incrundr-fil-Iiii- nn thcx inhl 11 nnnxi of fhga nrnritilir-f nnnrnxrAl ')I Florida Department of Business & Professional Regulation P.P 1 03 Building Codes and Standards 1172021 Product Approval Application Detail 212A Entitle Cr 299 21112 Date pond- go T". Version Mainutect contact Engineer& license Validated th, Validate Submitted FSC Approval Approwd Slailus Re%dalon 2020 Th--Tr. Cwpanslloh Steve Jasperaph Lyndon P. Schmidt, P.E. Ryan J. prig, P.E. 07/23IW20 07/12/202D 072912020 10/lYN20 Approved Category! Ederict Doors (BOG) 843-7828 PE_43409 76T-O555 S.bCsd.g.y: SwInglag Qdw1w Dow Assemblies jp.-hQUIernad... Complierwo Mathod; Evalustlqn Report from a m Flords R spill Architect or. Licensed Flodds P,.f-i.w Ehglh-, Quality Assurance Aw-d for Uso A.u-d for Use I...1 Deall SO 0 =IN,,Tb- or He.. Product Description Contract lhcb1r4ftm Did. In NvRZ Outside H Resistant Ishoss"M 1 f1ber-Classic and Sano0th-Star Nominal 68#39;8 tiquottrapact&quot; Opaque 1=112021 Y.. Yea Yes NIA Composite Edge Fiberglass single Dow raiaw-tgX-.1gatOwar-) 2 b. Tkema-Ton F]ba,Cl ... ic and Smooth-%, Nominal 49439;$ &q.d;I.pbot&q.l Opaque 121311M1 Yes Yen Yea NIA atimp"I" E090 Fiberglass Single Door with Sid'Ifts(s) (In-Irgcut-lag; XO. OX or OXO corligurah's, 3 c. Th--T,. Filba,CI.aal. and 6nnool"Wr Nominal &&#39;8 &quat;Impact&qucL; Opqque 12M12021 ybs Yes yes N/A Composite Edge Fiberglass Double Dow with or without Shleflan (Inswing/Outswentit XX or OXXO corligurations) 4 d. Th eame-Tra Fba,CII and Smooth -Star Nominal 8&#39,0 &quot;Impact&qul Opaque 12MI12021 Yes Yes Y.. N/A Composite Edge Fiberglass Single Do. (Imswing/Outswing; X contguration) 5 e. Thwarl I'llber-Cf.,sle and S..th-Str Nornlred 8&*39;0 &quot;Impsl Opaque 12t3I2021 Y.. Y. Yea N/A Composite Edge Fiberglass Single Dow with Sldelin(s) (Irlswing/O.twing: XO, OX or OXC torliguratich.) 6 f. Therms-Tru I'lber-Classi; andSmooth-Star Nominal WWO &q-lothanpactliml Opaque 12137rlmi Y.8 Ye. Y.. N/A Composite Edge Fiberglass Double Dow with or without Salaries (Inswing/Outswing; XX or OXXC coafturallons) 7 11. Thera -Tall Fiber -Classic and Smooth -Star Norninal 66#39 8 &qUot;ImpA'1t&qum; Glued 12/3112021 Yea Y. Yes NIA _wrocafte Edge Fiberglass Single Dow irawlaglou"wing; X c"britnartion) a h. Thernia-Tru Fib -Classic and SmMh,9tr Nonfirs] Still &quot;lmpact&quw4 Glued 1221 r2021 Yes Yea Yea N/A1 Composite Edge Fiberglass Single Dom with SdI (Inseninglout-Ing; XO, OX or OXO ho,fig-ticas) 9 I. Therma-Ton Fiber-Clasal-nd Smoth-Star Nominal &Qqql;Impftct&quw; Glued 1MI12021 Yes Yes Yes NIA Composite Edge Fiberglass Double Dow with a without scielitel; (InswIftwousoding; XX or OXXO coall'uralions) 10 j. Thuml Fiba,Cl.ssc and Smooth -Star Norain.1 a&#39;0 &q.d;Imp..t&q­t; Glazed 12rA112021 Y_ Yes Yes NIA C'mi'dwit. Edge Fiberglass Single Dow (la-laglophawing; X tornigur'll 11 k. Theral F' ber-Cl.sa. ad Sm-th, St., Nominal 8&#39;0 &q.d;I.p.dll Glued 12MI12021 Yes Yen Yes NIA conaposal Edge Fiberglass Single Doa with sid1lit.('5) (inswingiQutswing: XO. OX or OXC configur"" 1) 12 L Therme-Tru Fiber-Cl.shia and S-th-Star Nomirs! 8&09;0 &qud,IrV.ln&ul Glazed 12/3120211 yes Yes Yes NIA C-P-R. Edge Fiberglass Double Dow wit or without Giullelft. (In-woutswirig; XX or OXXO cordlIgurst ons) =39;8 13 m. Thearms-Tru Fiber -Classic and Smooth -Stu Norninal &qUot;Impact&qum:, Cpa," 12/3112021 Yes Yes Yet N/A Compbage Edge Fiberglass Single Dow with &quc1;Noh_ImpacI"uoI, SIdel (In-Ingloub-Ing; XO, OXm OXOocroguniflons) 14 n. Therm.. "Flou-Cl-lo is and Shwn-Sts, N"ainal 64#39:8 &q.btJmp.bt8quca: opaque 12/312021 Yea Y. Yes N/A Composite Edge Fiberglass Dw" Dow An &afts-ImpadIiquot: SidlRes (Inwing/O.'aw"g; " OXXO configuration) is o. Therm.Tru Flb.,Cl.a.lb and Smth-Sts, Nominal 8&#39;0 &quct;ImPaCt&quot; Opaque 121312021 Yes Yes Yes N/A Comp"'te Edge Fiberglass single Do& with 4quol:hlqn-ftrpsoldquol; Seethe(.) (Insel"910"l X01 OX a Ox0conflQuirations) is p. Yhsrrm.Tna I'llbar-Classla.rd Smooth-Sts, Noralbal 8&430;0 8Au0t;ImPact&qM; Opaque 1213120211 Yes Yea Yes N/A CompositeEdge Fiberglass Double Dow with Itcluct:Non-Impactiliquot; Sidefites (InswinglOutswing; OXXO confgurall 17 q. Tlharrr."m 'per-Classic.rd Shnooth-Sla, Norair W Gul &qua;4an-InVsb,Aql Opaque 12/312021 Yes Y. No N/A Conalp.K. Edge Fiberglass single Dow (In-Irptco-i"g; X onafigunatinal to r. There-Tru Nber-Classic and Smooffi-Ster Ncralmll S&A39 11 &qaw;Nor-Irnpam&quc1; Opaque 12/31/2021 Y.. Yes No NIA Composite Edge Fiberglass single Dorwilh Sidellusal, (InswingiOutswinig XO, OX or OXO configurations) 19 s. Tharms,Tru Fiber -Classic and Smootli-Ster Nominal 64gl 4quot;N-Imputil Opaque 12131 i2021 yes Yes No N/A Composite Edge Flbvgl ass Double Dow with a with.t SWI (In-lagIO.tswing; XX or OXXO cmfi'uridiwna) 20 1, Therma-Tru Fiber -Classic and:Smooth-Star Nornin al 8M39;O &quot; NO-InVoctiduot: Opaque 12r31=21 Yea Yie No NIA Composite Edge Fiberglass Single Dom (In-ingmuhiwing; X configunstion) 21 u. Therma-Tw Fiber -Classic and Smwth--%r N 8il &qud;Non-Impact&qud; Opaque 12131,201 Yes Y. No INA :Inal C Peek. Edge FlouglaesSil Dow with adell flnswingiOutswIng; XO. OX or OXO '. Oph'al 22 v. Therrien-Tru Fib -Classic and Smooth -Star Nominal 3&#39,0 &quot;Non-Irrpactil Opaque 12/311=1 Yet Yet, No NIA Coraposite Edge Fiberglass Double Dow with or wlthmt Sider has (InswinglOutswing; XX or OXXO ophr"uriltions) 23 w. Thermo Fib-Clasalo and SrnoothStsr Nornbral 5&#39;8 &quothlon-lanpactil,quot: Glued 12212021 Yea Yea No NIA Composite Edge Fiberglass Single Dow (In WOuluwarg; X onfiguration) 24 x. Thurne-TI. Fbu­C1.aa. and Smooth -Star N-in.1 6&-39;6 &qUot:N0r_IniPact&quc(; Glued 12rJI12021 Yes Yes No NIA Composite Edge Fiberglass Single Dow with SdI (InswirgoDut-Ing; XO, OX m OXO _ ligundion) 25 y, ThermsTra Fiber -Classic and Smoot -Star Nornin.1 SU39;$ &qua;Nbn-Impactll Glued IMI/2021 Y_ Yes No WA Composite Edge Fiberglass Double Dow with or withoutsideflIes (InTwingfOutswing; XX wOXXO carfigarrallons) 25 z. Thurall FlIpar-Classic and Smooth-3tar Norainal 8&#39;0 &quocNon-Irrpactll Glued 12tJ112021 Y., Y. No N/A Composite Edge Fiberglass Single Dow (Inswing/Outswing; X configuration) 27 as. Trairma-Tru Fiber -Classic and Snowth-Star Nwhins! 8&#39;0 &qud;Nw-Impact&Wd; Glued 1213112021 Y. Yea No NIA Composite Edge Fiberglass Single Door with SIdl ) (Insevirgyoul-ling: XO. OX.r OXC awfigul 29 zit. Thera -Ton Fibm-Classic and Sanowhalar N inal8&#39-,O&qud;Nm-Irripact&quot;Gf..d IWI12021 Yes Yes No N/A C:;..it. Edge Fiberglass Double Do. with w .1thout Sideftes (InswInWO.I.Al n(w OXXO configurations) Florida Department of Business & Professional Regulation P.O. 1 &2 Building Codes and Standards la5/202i Product Approval Application Detail Code pa -P& Dad. P-din, Dal. TV" Version Manufacturer Contact Enall &LI.M Validated OV Validated Submitted FBCApprpyal Appal status R"wi 2020 Thera-Tw Corporation Stem Jesperson Lyndon F. Schmidt, RE_ Ryan J. prig, P E. 1011312D20 07ti W02D 0713CM20 101132020 APplooni Category: Exleflor Domla (800) 843-7628 PE 43409 (1113) 787 8555 subcategory: Waging Mderlw Dow Assemblies t1aspers.nCthurnatnt.o. Culaptlaruche Method; Evaluation Report ft. . m Ftonde Registered Architect Ore Licarsad Florida Professional Engineer QuallbrAssutarce Acapro-d for Use Aomvved is Use Inawd O-sim Ss" Prvdud Model. N,,*, or Name prod..[ no.whodyn Contract Dale In outside FIVH R-1.1. ross;g. p I Poer-Classic and Smoot -Stet Nominal 6MO;0 lioluot:N-111,pactIliquol; Opaque ,n No Yes No N/A Cwhpb,sitb Edge Fiberglass Single D- inswing/Oul X owfigurallom Florida Department of Business & Professional Regulation papa I oft Building Codes and Standards 115=21 Product Approval Application Detail manaLsom�i;:il!! Code 1 wailpsilisit it 1; !:1 ill gullies �, i:ii I us rntltV or we owe Date Pending Dot. Iku Val Manufacturer Contact Validated By Validated Submitted 17SCAdoroval Apol MU Re,Ail.a 2020 MI Wircims and Doors Brent SINInger Lul, Robeft Lomas Steven M. UrIch, PE 10/06/2020 10106/2020 10119/2020 12I15=20 Approved catraigray: EMnurlor Dows (717) 3853300 PE-62514 (717) 317-8454 Subcategory! SlIdIng Edull Dow Assemblies bsttfingu@mhvd.- Compliance Method! Evaluation Report from a Florida loughsluad Architect Licensed Florida Prof .. ional Engineer l L a QualityAssural Arnnowadfairti.. Arearmosdirwills. Impact Dos, MWQLNuarbac., Nabra, Product cle-ioll.. Contract Data 1HVHZut HVHZ Outside HVHZ Resistant Pr sure 1 420 ALUMINUM SODSERIES 420 ALUMINUM SOD OXO 121312024 No Yes No N/A 145-3J4&qUw:X60&quo1: NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES420 ALUMINUM SGO OX, XO, XX 1213112024 No Yes No N/A 96&qu 0.$"quot; NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 1213112024 No Yes No NIA 145,3/4&quw;,rO61,q0.I; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM WO REINFORCED OX 1213112OZ4 No Yea No N/AXO, XX 96itquoLlc96&quo1: 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12131/2024 No Y.. No NIA 1438.quolocewtuol; Florida Department of Business & Professional Regulation page 1 b12 Building Codes and Standards 11912021 Product Approval Application Detail Code Entlar or Data to Dle.Pandlna EM Data Code Entlia, or Do Dole Dallo Npdlnq ft. jypg Vlandon Manufacturer Contact Enalnear & License VffiIdffied By Validal submittedFEC ADorovffi Aopbowd 2111111 zw_- version Mungrearnrer contact Enaln.. & Liberals Validated By valldated stibmlNed F13C Approval Approved status Ra,li­ 2D20 POT Industries Jens RoWwSkl Miaml-Dade SOCO - CER Mhurni-Dad, eCCO VAL 11/19r2020 1012612020 W24=20 Approved Ramesh 2020 Whale,Dnion, a dil of 0-rhand Door Dwayne K-ib John E. Sold. Jffray P. Amason, 1011212020 Owsf2020 W23/2020 12J15rA20 Approved Category: Exterior Doors (941) 48&0100 (786) 315,2590 Clurp-lion (330) 763-8121 PE-51737 (904) 821-5200 Subcategory: Sliding Exterior Dow Assemblies j­ku@pg;li.d..tnes.. Category; Exterior Doors dkoralshQwayine-daftorne Cornpilanc. Method: Certification Mark or Listing Subcategory: Sectional Extel Dow Assemblies ma Method: E-luadlor Report from a FL*2�_141W ProductsCanpfflanc. FlorldaRegistered :chhectoral-lbersed Florida Prate ssional Engin r Quality Assurance Approved for Use Approved for Lee inroad Design Tftm Product Description Contract Enlrallar, Data In IV FHZ Outside HVHZ Resistant Press- -'Y 9 o \ArA Sliding Glass Door 04114/2021 Ye. Yes Y. N/A Quality A.-. Approved 1. Use Approved for Use Impact Desdon Ala ==,'.Wnb*r or ll,- Product Description E,Inidlon Data In KA-1Z Outside HVHZ Reslaurt Pressure 3 105 9M31; Me. width, 14&439; Max height. Gulling 2131/2023 No Yes Yes -31.001-35.00 .liable in top or intearreltliate section, 10 800018100/82DO #1123 16&#39; 1 width. 14&#39; Vlaxtrellght, Gluing 1 2J3112023 No Y. Yes +30,001-33.50 available In top or Intermadlate section -6-1 (D CU U) -M > C) CD o 2 C13 -6-0 CD U) Zj a) 0 CU 0 01 -0 0 C 0_ C 0 Co 0.0 0 U_ CIO > CnO .- Cn CD CU 1-- 0CU - W r� J -4--f (3) W co 0 L_ 0- CL 0 0 L_ AL (1) 1111" CU CU W a Z: CL t I III, III- _-FT 111 he 6, ILk Lill I "[[_a, kagi,ll I"'I I,; .. 11 1 . I I! I I I I I I 1 11 1 1 1 1 - - - - - - - - - SHEET NO. PA 1.0 Florida Department of Business & Professional nal Regulation Page of Building Codes and Standards 1I52MI Product Approval Application Detail Once Entity or gate Data Date Panama pl�e Tvp. Varslon Manufacturer Conrad En.lneer&License . Validated aV Validated Submitted FBC Approval Approved Status. Revision 2020 Curnes. Dlvisian.fAADG Inc, To. Rats. y UL LLC Troy Bishop, P.E. 121{W2020 121012020 12212020 Approved C.ti gary:.Extena Doors (541) 464+2813 (954) 947-0880 Subcategory: Extern., Doper Components tom rettey@assensta co Compliance Method Certification Mad a Listing tl >FUN1337 F,mtdulds R� , •�': ." '- .,, ,,, :' ,. ,,.. ,.. : .; : . " `,:. - , ,., ,,,, ,> ', . ,... .- ,,,., ., .a , , ::,, ',. „ ., Qudatypssuance. Apaowtl for Use Approved for Use Impact Design Sao a Product Model- NanpBr of Name Product Description Contract Expiration. Date In HVHZ Outside HVHZ Resifistiont Pressure 1 607, 707, 727. 74T 757. ?77, end 847 Single and Pairs of Flush. Gloried, and Louvered single and pars of 12/312025 Yes Yes Yes N/A Doors nollolr, metal. doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of m m2l S;9A Allit'Lpj Rid@ :Pity. .Dde PemSno fig),q. Type version M..UN.0 err Contact Engineer & Uponse Validated By Validated Submitted FSC Approval Approved Status Revision 2020 MI Windwrsend Dgas Brent 9itlinger American Architectural Steven M, Urich, PE 11222020 1122no20 ti 28f2020 Approved Category; Windows (717) 365-3300 Manufacturers Assoctatlon (717). 317.8454 Subcategory: Fixed baiaingeramiwd.com COMPIMnce Method; Certification Mad, Or Listing PLo1 5348 R{yR'roducYs�." 9ludkv AsalrMnce Aborowd for Use Aodoved for Use imp gontrast Sea C Product Model. Number or Name Product Destitution CorNraet PUtdration Date In HVHI Omelde HVHZ Resistant Prassure 1 485 PW 73.x 72 Insulated Glass 041032023 No Yes No +BDl BO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 &I 1/612021 Code III or [mite. ,Dada. Date PonJno [We 1"inan Version Manufadumr Contact End .... & Licereo Vdtdaled 8, Validated Submitted FSCAodroval Aupravod Status:. Revision 2020 James Being. Building Products, Inc. Chad Olercka V. And -Tan John Smahad P.E. Otit52021 12/142020 OI)OM021 din FBC , g Category: Panel Walls (K%545-8359 PE-81.66E (352)357-252a Subcategory: Siding shad dleroksojamesherdt Compliance Method: Evaluation Report from .- Florida Registered Archkedt or a Licensed Florida slsti:R$Prddrcta Prafassional Engineer - .,. „., „,, .-. „,. - , Quality Assurance ,_ , „, Approved far Use Aooaved for Use a5w Product Model. NuMeror Neme Product Description Contract Exprelon Date Ill-klYtlTr OutsldeHVHt Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 12/312023 Yes Yes N/A N/A 2 Hardieplank Lap Siding fiber -cement OF siding 121312023 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Page t .FI Building Codes and Standards 1/612021 Product Approval Application Detail Code EdNv or Oa a aLYig Date Pendtho [We version T ryLie �, Manufacturer -, Contact ndneor & LlCern. Validated E By Validated &rbmiUed FBC Approval Moroved Status Revision 2020 L.V. Thompson, Inc di Thomson Architectural p p. hri TonyC stman Zachary R. Priest Steven M. Uridh, PE 09/17/2020 09H 62020 09222020 121152020 Approved Metals Company TAMCO p y( ) 813 248-345U PE-7402 7 1 7 l ) 1 (17)31 -8464 Category: Roofing tonyogometalroofng,brn Subcategory: Roofing ACcesaoiles that are an Integral part of the Roofing System Compliance Method: Evaluation Reportfrom a FIOrder Registered Architect or a Licensed Florida Professional Engineer Lfi1$ iio oduNs F t� R Qudky A6suronce Ataci fa Use A000ved for Use 1012igi Design 11191 Product Model. Number o Name Product Description Comr Exptrd n act to Dale In HVHZ Outside HVHZ 8i:1OiDt Pressure 1 TAMCO Flat Top OR -Ridge Vent with B.M@ for rile 26 tie static rodvendletor wattle kn b09,09026 2 Yes Yes N/A N/A 2 TAMCO Gooseneck Vent 26 ga 09/De2028 No Yes N/A +0/--52,5 3 TAMCO OR -Ridge Roof Vent wah Belle 26.ge. static roof venmatpr with integrated baffle 09/002026 Yes Yes I N/A 4 TAMCO Round Top OfFRldge Vent with Beiile for Tile 26.ge, slaticroolvembotawghbafia 09/092026 Yes Yes NIA NYA. Florida [)apartment of Business & Professional e R s I Regulation Pages of Building Codes and Standards I 151ED21 Product Approval Application Detail Q= Entity" pie 292 Dde Mndina 21U IpVarslonManufacturer SJmt3gEhpineerBcenae Vailtletsd By Valitldetl Submitted Approval. r9gaLseep status Revision 2020 Global Protection Products LLC: TIM Robinson Walter A TillitJr: P,E. John W. Kneil+ICh PE 08Po82020 09/082020 10/012020 12I152 20 A ,wad PP Category: Shuhen (954) 689.7545 PFr44167 (854) 772-6224 Subcategory: Stem Panels rim mbinsonlillgppent cam compliance Method:. Evaluation Report from. P Florida Registered Architect Or a Licensed Florida FLnY# I&R6Produda lumfessiarel Engineer sea # product Modal Number or Name Quality Assurance Product Dasc trNl Contract Excitation A .proved Data lD.t�?db f Use m ed for Use A Outside HVHZ Irl¢Sar $mapt Plslm Pressure. 1 20 Gage G.1-ized Steel Storm Pene1544VH2 Corrugated G.Iyamkod Steel storm Panels retained 12J312021 Yes Yes Yes WA or not by tracks to provide, hurricane protection. 2 24 Gage Galvanized Steel Storm Pwets/NHVHZ Corrugated GePrenlzed Steel StomnPanels retained 12/31/2021 No Yes Yes NIA or notby tracks to provide hurricane protection. Florida Department of Business & Professional Regulation P.R.I art Building Codes and Standards WIM21 Product Approval Application Detail code EEniJty_a Data Date Date Pencilrfo Dada Xim Version Manufacturer stag( Enalneer&License Validated By Validated milted FBCAporoval Approved Status Revision 2020 MITekInc Erin Walden ICC Ealwthon Serya LLC ICC E"Ittation Service,- 101022020 091302020 ID111/2020 Approved Category; StruduralCompdnents (952)898-8635 I.I.C. Subcategory: Truss Metes ewaldendimli:oom (205):529-9800 Compliance Method: Evaluetim Report from a Product Evaluidicin Entity h ,. `W7 97 R7ktod- _. .* - - - - - j ry seo x Product Motld. Number or Nartne Product Description Quallty Assurance Contract Expiration Date Cp 9gp7 oved to Use Aaoarowd 1D.li]lti Cutdde for Use HVHZ Img3gt tiffiistaDt BSSVg PL4iSSite. 1 M18SHS 18 a.su errh tr htruss connpdor late. 9 P 9n 9t P 0613OM21 Yes Yes NIA NIA. 2 Mil 16 16. g.. truss to plate 08/302021 Yas Yes N/A NIA. 3 MTI8HS le ga:. high strength truss conned. pate Ofimo2021 Yes Yes I WA. 4 MT20. 20 On. tmss conned., plate D611302021 Yes Yes I N/A 5 MT20HS 20.I high strength>truss connector plate. 06/30202/ Yes Yes NIA NIA. Florida Department of Business & Professional Regulation Pass I d1 Building Codes and Standards 1A2D21 Product Approval Application Detail 9"t Entity or 20 ate Data Banda, pate za Version Manufacturer .Contact Enalrear&Llow Validated By Validated . FSC Aesmayal. BMproyed ytgtug. Rewson 2D2D Commercial Concrete Protlucts,Inc, Robsn Gillis Samuel A Greencerg John Hoy 121`162020 17JI62020 12292020 ding FBC Appn Category: Struoturel Components (813)e59.9707 PE-34245 (352).588-5311 Subcategory: Products Introduced as Resole of pre.e:stgdogiyahoo.com Now Technology Compliance Method: Evduatim Resod from. Florida Registered Architect or a:Licansed Florida, Professional Engineer , _ Quality Asw, Approved roUa Approved far Use ..I�. Comm Seal! Product Model. Nurnt iName Product. Description Contract Expiration Date In k1VHL :Outside HVHZ Realdmd .Pressure I Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Urinals 05252024 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget 612 1,512021 Scgga, plllltC.or, ➢itfl Ella pate Pendnp lzmi@ IYae Version d E,^-.^.Idled ALcerSso. Vailoathtl 6v Wilda[etl StAunflited FBC Aohroeal Aonrurad dig R.visinn 2020 MI W ndheand Do Front S8li tiger Amenwn Ardtltectural Steven M. UrYCh; PE 111172020: 11/172020 1127/2020 Approved Category: Windows (717) 365•3300 Manufacturers Association (717) 317-8454 Subcategory: Single. Hung bsalingergrAvd com Compliancs Method: Certification Mark or Listing Quality Assurance Amrwadforuse. Aoorovedlor U'se Innuarit t Dos m Se 4 9 Product Model. Number., Name Product tiescrldlon Contract Expiration Date In HVHZOutsides m XYr1Z assistant, Pressure 2 185 SH 52x72 Fin/Flangs, Frame :1i Single Hung 10A)MV3 No. Yes No -eat-so Laminated Glass Florida Department of Business & Professional Regulation Paged of Building Codes and Standards 1/5/2021 Product Approval Application. Detail Code Entity or QW. OVte Dale Pendlna D d. Type Version Manufacturer Contact endn.er& Ucense Validated as WWII Submitted FBCApnrovd A,.r o drove Statics: Amnnaticn 2020 PST Industries Jens Rosowsiki Mamii BCCC-. CER Mierd Dade 8000-VAL 11/052020 11/052020 11/1112020 Approved Category'. Windows (941) 486-0100 (786)'315-2590 SubCdogory: Fixed lrca.wskt@pgtindustriti Compliance Method: Certification Mark a'Listing - F Ub " iYc' .._.. _,., ..-.. ., - ., .. -, �-'^ ._ ... M •• ..' ,: , _. Sea d Product Model. Number or Name Product Description Quality AssUren a Contract Emlrallon.Date Aoprovedfo.Use. Aooroved to Use throarct geetart In HVHZ Outside HVXZ Resistant Pretgyrs, 5 PW-5520 (Large Mtsslle impact) Vinyl Fixed Window'. 041362025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Palo l of 1rerm21 Code - Entity or Data M. two penalty �ia vai Mantdacnae Contact Endneerr S UperseValidated By Validated $p6" m"Nsd F BC.Arotoyal Approved Sfptus:.. Revision 2020 Mica Nick Thompson Lyndon P Schmidt, RE, Ryon : King, P_E 1028/2020 IWW2010 11/022020 IZMWW20 Approved Category:. Panel Walls (330) 92Z-2359 PE-4340V (813) 757-6555 Subcategory: saints nmompia-Caled.. cdn Compliance Matnod: Evaluation Report from a Flonde Registered Architect or a Licensed Florida $Z72+ Professional Engineer . . fi 3Producf;r , ., _ $stl k ,. ,, Product Model. Number or Name Qudlty Assurance Product Dssedotlan Contract. Expiration Data Aporowd for Use Agoovad In HVHZ Outside far Use HVHZ Innuatt Resident o"Itin 1 ..&quot2T&quot; Soda Vent air Solid Vinyl SOM 1W12021 No Yes No N/A 2 b. &qu at Alliance T4&quot; Soffit Vent A, Sold Vinyl Scififit 12i312021 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 11e21t21 Code Enter Date: Data .. bate:Pendlno p_g Type Version Manufacturer 'contact Enolneer& License Validated By I{[al tlpted Submitted FBCApprini Approved . $W- R.Asli 2020 Rord. MetaProducts Inc. Clark J nors James L Bu k P.E @ Stereo M. Udd,PE 09272020 09252D20 90v042020 12/142020 Approved Category: Roofing {904) 783-6400 CBUCK Bn -nwring (717) 317-8454 Subcategory: Roofing Accesses es. that are an elark@fantoo.corn PE-31242 Integral Part oftneRoofing System Compliance Method: Eiralustlm Report from a Florida Registered Architect per a: Licensed Florida Profession.] Engineer Quallly Assurance Aooroved1. Use Appreted for Use Impact Design Product Model. Number or Name Product Daecridlon Contract Emlralion Date Outside HVHZ iisaff itt. ilsslNegl 13aseNLe. 3 3-FLAMCO&ud'RV 10 Ridgevent&ua� Aluminum Ridge for pitched roofsiabricded 12r312024 No q Yes No N7A qga P hat 0 025" AluiNnum Florida Department of Business & Professional Regulation Building Corks and Standards Product Approval Application Detail page 1 of I 117=1 coda Entity or 291 go Data Pendlna Re I= Version Manufacturer Contact Eha]new IIIutnse Validated ay Validated omitted :FBCAopmVal Approved Z=. Frewst.n 2020 Global Profec0olt Products LLC. Tim Robinson Walter A. Tillit Jr. P.E. John W Knezevieh,PE 09N82020. 0910 020. 10 112020 1 51202a. roved n ro zn Approved Category, shutters. (954)669-7545 PE44107 '(954) 772-5224 Subcategory: Stain Pan Ns: tlmmhtr n:@gppent:cgm Compliance Method: Evaluation Report from a Pa en Florida Reglsiered.Architect a a.Licensed Florida Professional Engineer e e Fill{ $.. SPrL__d# Ouallty A eu Ahoroved fair Use Approyed for Use imgIIa4 pt" i Product Model. Number or Name Protluet Dsseridian C dead Emirelloh Dde Outside HVHZ ItLHYf1L titi4ilaet EQiiltL4 1 20 Gage Galvanized Steel Stour Panels?HVHZ Corrugated Galvanized Steel Storm Panels ret.ined I?J31 M21 Yes Yes Yes N/A Or not by tracks to provide hurricane protection. 2 24 Gage Gli vanlzetl:Steel Storm PeneISMHVHZ Corrugated Galvanized Steel Storm Panels retained I M12021. No Yes Yes WA Air not by tracks. to awde hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of v7202t Code Entity or Dde We Dale Pencil 11Mg Version Manufacturer Contact Endnser&Ucensa Validated By Validated wed FBC Aaarovaf Aborewl status Revision 2020 Weyerhaeuser Rob Baldwin ICC E/duaUon Service, LLC Ian Lehrer, P.E. ICV132020. Applied For Category: Structural:Comporients (2531924-6476 (608): 83D-3288 Subcategory: Engineered Lumber Robert Baldwin@wey.,he compliance Method: Evaluation Report from A euin"i .7R51Pr Product luailon Entity Eve tv �-$ drLdo ... .. .. «. - - , , , "" . Russian, Assurance Approved foils Aoorowd for -Use -u igipggt r Dedm 8aa:# Product Model.. Numbaror Nana: Product Descridlon ContractEmiralion Oat,. In HVHZ. outside HVHZ wept 1 Mcrtle LVL m L.Mr.ted Veneer Lumber D3/312021 No `es Y NIA A NIA /A 2 Peraem, PSL Parallel Strand Lumber 03/31202/ No Yes N/A N/A 3 11mberStrand LSL Laminded Strand Lumber 031312021 No Yes N/A N/A 4 TJ Rim Board Smci Composite Lumber or Oriented Strand 08nI2021 No Yes NIA N/A board Rim Sunni 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Cogs and Standards Product Approval Application Detail page I of IF12021 Code a Entity W Date 22L Date Pd Dare Tyre Version Manufacturer Contact Enotneai License Validated By Validated Submitted FBC,AO rm d Approved Status AMrmstion 2020 PST hdudries Jana Rosowski Mlana-Dade. BCCC -CER Mardi BCCO-VAL IVD5/2020 11N52020 11I1t2020 Approved Category, VVIAr is (941)486-010D (786)'315-2590 Subcategory: Sin]. ]. Hung Inctimsdil pgVAdustriti Compliance Method: Caraf elion Mark or Listing ". pf u :Fr orn -- ,: ..-- its ,,. ,; -. ;, >` ,,.,r ,., -- , ,, e - ,. Quality Assurance Approvadfor Use, Aoorovad for Use, ,.,: gDg-igl past- 3-9 Radud Model, Number., Name Product Description Contract Emlration Date In HVHZ Qutslda NVXi Resistant Preseum 2 SH550U (Large Mlswle Impact) V,,,A single Hong Wind- 07/302025 Yes ,(.s. Yes NIA Florida Department of Business & Professional Regulation Page t of 1 Building Codes and Standards IFa12021 Product. Approval Application Detail Code Entilv'or -Qrtte;. =a Data Pendno Ded. Tyke Verson Manufacture r Cumact Endneer S Licensee. Validated By Validated Submitted FSCAnormid Aooroved Steus,. Revision. 2D20 MI Winddwsepd DOCrs BrentS roger We R Lrxnas; PE Stevan III Urich, PE 10/O6/2020 IOMWO20 1D1192b20 12JI512020 Approyed Category: Windows (717):365-3300 PE-62514 (717)317-8454 Subcategory: Mullions twilinger@mlyid.com Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer QualityAntronce Aporowdfa Uae Approved a Use gppegt 2 MlM Seed Product Model- Number or Name product Description Contract Exdretmn Date In HVHZ outside HVH2: Resident .pressure 2 5764 Vertical Aluminum Mutton 121312024 No Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 &2 11612mi ,Code Entityon Data Peg Data Pending Data Type version Manufacturar Contact Enomear&Udertse: Validated III vaildided Submitted FBCAoorovd Apprpi Satus Revision 2020 GAF Michael Sion Robert Merriman John W. Knis avich, P.E 0926/2020 09212020 1010=020 12 I512020 Approved Category Roofing (800)786-3411 PE-38168. (954)772-6224 SubCategI Asphalt; Shingles mstleragaicom Compliance Method: Evaluation Report from . Ftondie RegHteredArchited or a Licensed Hands Professional Engineer .i`a x n a tat opt pia ", _-�„ _, , ,., , cap# Ro2udm2od Nmkuor Name Quality Assurance Product Description :Contract EmlratMn Date. Approved for Use Approved for Use In outside HVHZ gygigt 00,11M R"hilaDt proawrq 1. GAF Asphalt Roof Shingles Flbergless reinforced 3•tob, Nominated 5:tab and I V152022 No-. Yes NIA N/A hiphidge eNrh.ti shingles Florida Department of Business & Professional Regulation Few I er1 Building Codes and Standards 171202i Product Approval Application Detail F3 E nmv or Data gale, OMa Pending Data LM Version .eDli(a tUreL C.Allact Engineer B License. Validated By Validated Submitted FaCAbbroyel BMpto"d stIUSLL Revision 2020 Lonanco. KetnhaJolley James 'LBuokner,P.E. StevenM.:Unch,.PE 11232020 I23/2020 11292020. ding FBCAppn 501 -:6463. A -31 4 2 71. 17 454 Category: Roofing ( ) 803• E. 24 ( 7) 3 -0 Subcategory.- Roofing Acpessorles that are an klell.y@lanenpo.coAn Integral, Part Of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect per a Licensed rlonda:. Prdesawal Engineer Quality Assurance Approved forlise A-,,,dfpr Use Impact DaBidr, Product MOM Number or Name Product Description Contract Emiratlen Date in HVHZ outside HVHZ Resistant Pressure $ffii R r� 1 Deck -Alf- DA4 or TRI-Bunt Derck -Air DA-4 Low Profile Pal rd "e e c Roe Vent 12f1 025 No Yes No +97:St-97.5 YR PYI A Plastic R t 02 Machingcaily Attached to PlywoedD.R.. Florida Department of Business & Professional Regulation Page I ova Building Codes and Standards 1,71=i Product Approval Application Detail Code Entity or. Date gWO OVA Fouling iDse. LM Version tifiagfltgillLH £9MW Enolneer&.Loamsa. Validated:Sy Validated .Suamittsd F13CAcomvat Approved Revision 2020 All Aroadcan ShUaen, and Glass. Mike Barbieri Frank L. Bennardo P,E Troy Bishop, RE, 1o282020 10115r202D 1141152121752030 Appr oved Category: Shutters (561)712-5083 PE0046549 954)9470580 Subcategory; Sorm Panels mlkeb@ellemelicahshutte Coin seance Method: Evaluation Reportfroma scan p Florida Registered Amhitepta. Licensed Florida Professional Engineer ROW Assurance Approved for: Use, Approved for Use Impact Deel n, Q _ Si ftoduct Model, Number or Neme. Product Description Contract Expiration Data In HVHZ outside HVHZ Resistant Pralisi I 24g. Gelyaniaed Steel Sotr Panda 24CO Galvanzed Steel Sam Panels 1213IM21 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page[ oft i/ 202i o.. S� Entity pr Date Defer Date Perri _.. Deis. LM§ VerileJt Mmufuturer Contact Engineer .&Llcenae WWI 0, Validated Illlgmitted FBC Approval. Ainbroved M" Revision 2020 CAST-CRETE US .LC Craig Farino M mFDadeBCCO-:C R MIam-O.d. BGCO-VAL 1120/2020 1 712020 1127 020 Approved Category: Sbudurel Components (Bi a) 621.4fi41 (706) 315-259D Subcategory: Products introduced as a Result of epardnoCcastcretsoom New Teohnology Compliance Method Certification Mad a Listing g Fuald&13Pr1dud. Quality A's Apdovedidr Uae Approved fa Use ],pact Design 222A�- .$".duct MaYlt Numberor Name Product Vtis[gL Contract : Exolradon Data ID.ti1di3 Ould(ie NVH2`. $eeiggpt PtetiaC#; High Mt 1 HI Shan h Concrete Lintels 4, 6: 8. end 21nch wide lintels 05121E 2 Ye Yes 1 02 s NIA l /'. N A AI N N s to M 0 .4-- Florida Department of Business & Professional Regulation Fag.I of I 0 Building Codes aril Standards Inr2D21 O �s Product Approval Application Detail L N Q 0 O = I -0 a- . Code Entlle a Date. 2ata-. e_ Dde.Pendna Date -I.- a) W T'' e V L:Nan udu contact & Llderse Vallledy ValidatedBndear Submitted FBC:ApprovApproved status /) -sl-a Revision 2020 MIVWnd.ws and Doan Category:: Windows grant &tk .nger American Architectural ural Nl.UrICh, PE 10AT6/2020 10Po62020 10119/2020 Approved (717)3B,5-3300 Manufacturer; Association (717)317.8454 ^' Subcategory: Horizontal Slider twilinger@mlvrd.com W TS V 0 Compliance Method: CerhfiwficA Mark or Listing .. 0 - :,_:. ....... ,, k x , ,,. .. „" , is �, ., ,'; tn, n,.. ... ,. , K. ,..::. .„... .:... _ .,.. ,... _ :: , . , .:' I.L „ „.>: „ , :#U1%35t R$Jlrotands o -,. ,. _.._._. .:':. „ _ ... ,. ,,,. h.,-.,,, ;�- L Q� � .... ,.. ._ , 11 .. O O atmr.Asauernce�� Apaowtliau a Aoaovadfa Usa. Imgsgl� gssl� /� ii$9.0 ProkLd Motlel. Number or Name Product OesalpHon Contract Expiration Data In FINiZ OdWrle XVHZ Resident Pressure i� O 1 HS 1$$ Fin and Flange Frame 73x821nsulated Glass. 02t162024 No Yes No +55/- 55 = .}F 0 � _ 0 .- W Quallh,Asar-. Approved for Use Approved for. Use Impact D. Saois Product Model. Number or Nov Product Description Cornract Expiration Date In HVHZ Outside HVHZ Resistant 1 Mullions for At Cocks and Windows Aluminum Mullions 05 WO26 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of t V01=1 Cow, Entityor Data Date Date Pendnal Date Typ_a Verdhn Manu(acturor .onto Engineer &License Validated Validated Submitted FBCAotiroval r Approved Status Revision 2020 TAMKQ.Builoing Products LLC Kenn Eden Robert Manahan . John W KnezeMch. PE 1O/042020 OWS/2020 10/122020 Ms 020 Approved Cdergray, Roofing (417) B24-8944 PE-59166 (554) 772-6224 Subcategory:: Undarlay tr its k miLedmaternko qom Compliance Method. EvduaUon Report from a Flo da Registered Architect., a Licensed Florida Professional Engineer rt ir. 23s&lfirP "ulr,Ys L ,, ,,, ,, ., ,,, ,, - 16,"Oo-KyAsswarog Aoorosedfar Use Approved fair Use 1,A,d«, _l- S_ier g Product Model. Number m Name Product Description Contract$xulmdon Date ni HVHZ outside HVHZ Resistant 1 TAM KO Roof Iderlayments INI Rpar undedalments la use In FBC HVHZ 10H82021 Yes No NIA .NIA 1ur[s3olions. 2 TAM KO Roof I dedaymenls(NON-HVH2) Roofundenayments for use In FBC nth-HVHZ 10118202/ No Yes N/A N/A' lUrlsdicllons. Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards U112021 Product Approval Application Detail code entitur coft: aide Dde,Pending Da. Type Version ManWacturef Contact Engine. &LiCM4s Validated By Validated substitute d FBC.AuomV.l Approved $talus Revision2020 Bond Roden 9 Anderson Robin iAPMO Uniform Evaluation G W Welker I dry 11ID3/2020 11/022020 11 A15/2020 roved 1 Approved o Category: Roofing 801 3BOE051 'Sera cos LLG. 5 $ 4O1B0 f ) E24) @ SulaCatelpry: Roofing Ties RoonArdompntiliboel.co Compliance Method: Evaludlon Report from a m Product Evaluation Entity Quality Asatiraune Approved for Use -r:U Approved r to use 1 Design y*6 -. Neme Saxony Model. Number air Product Cobbled nDot om act Expird0 a 1111No Outside HVHZ BlNIA .Pressure 16 Saxony-Sierke, SlateCountrySate, Spit atl English enver. FIaCProflla-DenVer,CO '12/312020 No Yes NIA NIA Thatch &am , impact P, P 17 S­Y 600.-State, Snake &ampSplit She ke Flat Pi SibektaCA 12612020. Na Yes NIA NIA 18 Senn 600-Sate, Shake&amp; Sold shake Flat profile, -IIto CA 12r312020. No Yes N/A NIA 19 Saxony 700-Shake State&amp, Split Shake. Flat Profne- Stockton CA 12/312020 No Yes N/A NIA 20 SiShake Pate Samp. Soft Shake. Felt Prdfile- Rialto, CA 12/312020 No. Year N/A NIA. 27 Tales ESPana/Barcelona High Profik - Katy, 77t 12/312020 No Yes NIA NIA 28 'Alta LaxProfit, Katy; TX 12/312020 No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I at 1912021 Code Entli or Dace.. 1�e Data F%nitln OMO Wine V_e_rsion ManufeeurarContact Engineer.&Uonse Validated By v,014fifilad Submitted ttted PAC Approved Anorpa S1_u. Revision 2020 z Alpine P Stuan Lewis IOC Evaluation SeMee LLC W Item M. Rental, PE a 1013 2020 i 102 2020 z 11ro 52020 lrrosrm 20 Approved App ova Category: SrudUrsl Components (321) 710-3377 (407) 681-1917 Subcategory:. Truss Peters sleaiscalpineaw:oom Compliance Method Eval0host Re rtinia P po Product Ewtudirn Entity' odU quality Assurance Approved fa Use AWrowd for Use 11112121 LS., ed Sea # Product Modal- Number a Name Pr oduet DeseNdlon Contract Excitation Date 7nHIQii Qdeltle NVNZ SleW9Dt E<r31Nt,. 1 ITWBCWAlpi e Higher strength m(H &0m- S) Meta Co Ctor ter 122 1202d Yes vas NIA WA 2 ITW BOG/Alpine: Hinge. Plate Mail Connector Pinta 1,27312024 Yes Yes NIA N7A 3 ITW BCG/Popine. Trulm Metal Connects Plate IW312024 Yes Y.NIA NIA. 4 ITW BCG/Alpin. Wave Metal Connector Plate 12/312024 Yes Yes NIA WA. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.I of i17=1 SgtlE Entity OF Eazi lasts. Data Pendma Pals. Ba Version elantaaaurar Contact Enalned&Uounse. Validated l3v validated Subinithad FBC Aooroval Ronrovaa ititlle: Revision 2020 CAST-CRETE USA; LLC Craig Pamho. Mlam-Dada.13=-CER Mismi-Dade SCCO-VAL I1202020 10272020. 1112712020: Approved category: structural Components Slat 621.4641 (786)315.2590 Subcategory: Products Introduced as a Result of cp.nn.gcsatcr6o cam New Technology compliance o Cerbficahoit Mark Listing p Mph d a n 9 Fx r .,, ,� y ,. , -.,. .. , . - - , ,- ,� - , QudwL&VWL Ne 1 tpruved fa use dfor Use A AoarMw 1JSPid )� .. - seo& 0gggOd Model. Numbar or No Product: Description Contract Expiration: Oat. _In HVIiZ :OW.Ido HVHZ Reafstant Pnrssure 1 High Strength Concrete Lintels 4, 6, 8;:and 12 Inch wide]Intel. 051212022 Yes Yes NIA NIA 0! z z W J YZ C"I""I"' O 0 � CIO L) U) 7t:f O -4-0 W V `> � O L CL CIO CD- 2:% �E O C) L CU (1) U) C0 m w Q z Z Q J SHEET NO. PA 1.1 CU c- C/) M N .� U 0 Simpson Strong -Tie 2020 FBC Approved Products updated,2rso12o20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 � Sim son Stronff�-Tie 2020 FBC A proved Products Updated 12/3012020 . - + Simpson Stron -Tie 2020 FBC A►1�1p1^sroved Products Updated 1213002o 3 /U� 0 O - For direct (inks to all BST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE r For direct links to all SST approvals listed below,. CLICK HERE~ For direr links to all SST approvals listed below,. CLICK. HEREr W ^^ CIO I..L a For additional fonnaton regarding Florida's Sta information tewide wldeRoduct Approval tam end Miami -Dade Count Notice c N ofA Acceptance N CL 9 9 � OA ICK HER APp Y ep _( ), F, t. r. ... For additional Information regarding Florida's Product Approval System end Miami -Dade County of Acceptance NOA), CLICK HERE. (. ,. .. For additional Information regarding FlondaaStatexnde Product royal System end MiamrDada County 9 APP r itregarding;. i u uc aF Notice ofAcce fence NOA , �..�., ..-.-_ tY P (. ) ... � For additional Information r ardor Florida sStatewide Product royal System and Miami Dade County e9 9 Approval .. Notice of Acceptance NOA, CLICK HERE, tY P (. ) _ ^' ^1 6 U FL#2355-R7 FL#10446-116 FL#10456-R5 11 HUS, HUSC series hangers 9 Face -mount hangers available in widths ranging from 1-5/8" to 3- 9116" and heights ranging from 4-5/16" to 1I". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O ja 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3.9/16". L 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 1-7/8" to 3- Q 0-_� 3 APB44, APB44R, APV666, APB66R, APB88, APB88R, APB1010, AP61010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-114" to 16"_ i= O U FL#9589-R6 APVB44R, APVB86, APVB66R, APVB88, APV688R, APV61010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SOS, LGU5.25-SDS Face -mount hangers O -1.- _ 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionf 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 LUC26Z, LUG21 OZ Face -mount hangers , _ � O 1 S010112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61QR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HIS, H7Z, HIS, H16S, H16-2, HI6-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- ^1 (3)L 2 SD9112, SD9212, SDI 0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116'. U) 0 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5,50-SDS, MGU5 62-SDS, MGU7.00-SDS Face mount hangers (Cf 12 Q- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2.2-SDS3, HSS2-3•SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- ��/� �/ ) SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2 . 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTSI6, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 1$ HTSQI6KTZ, HTS(Q20KTZ Heavy Twist 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 SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3.9/16" and heights ranging from 3-1M 6" to 13-3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2Xand 4X models; only acute flange is concealed- 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SOWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16. H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS18, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 25/8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22. MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Seal Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, 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 widths ranging from 1.9/16" to 7- 2 ATUD5, ATUD6-21 ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BPI/2, BP112-3, BP5/8-2, BP5/8-3, BP3/4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21 OLZ, LSSJ21ORZ Field. Adjustable Jack Hanger 26 NCA2xI O-I2, NCA202-12, NCA2x8-16, NCA2x10-IS, NCA2x12.16 .Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW112, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2,37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTU077, 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 widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21:OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, 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 TUD9, TUDIO Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLUl211, MMLUI39, MMLU131I Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, 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 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TB20, TB27, TB30, TOSS, T842, T848, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 114" and heights ranging from 11-114" 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 6-7/8" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WBI06, WB106C, WB126, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 1I" to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 6" to 30". Sea # Product Model. Number or Name Product Description Sec # Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available In widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2 37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF)hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold -doom 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3,DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116" to 3-9/16" and heights 7/8" and heights ranging from 7-1/2" to 32"- 4 HDU2, HDU4, HDU5, HDU8, HDU11, 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 HPA28, 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-SDS, HGU7.00-SDS, HGU7.25- face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS.series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9/16" and heights ranging from 18" to 26", 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5,50-SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-3/8" to 13-1/8". 10 PA118, PA123, PAI28, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TOES Truss Bearing Enhancer 6 HHUS28-2, HHUS28-2, HHUS210-2, HHUS46; HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3f4". 16 HWP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 12 THAI1.81/22, THAl2.06122, THAI2.1/22, THA1222, THAI322, THA13622, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-318" to 28". 13 THAL422; THAR422 :Skewed Truss Hanger double 2X and 4X d models; only acute flange is concealed. 17 HWPH series hangers. Top flange hangers available in widths ranging from 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28.2 HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32". 15 THJM2-4-SDS3, THJM2.5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16 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/Z' and heights ranging from 2-7/8" to I9-1/4". 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 equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8" to 7-1/4". 10 HUCQ1.81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUG05.25/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3/16" to 13-1/8". SDS, HUCQ612-SDS U) cz Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp Updated 1WO/2020 . � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. - For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. s For additional Information regarding Flonda's Statewide Product Approval System and Miami -Dade County Notice of Acceptance INCA), CLICK HERE. a For additional inTonnatlon regarding Florida's Statewide Product wool item end Miami -Dade County Notice ofAcceptance fence NOA CLICK HERE. 9 9 Approval ty P ( ), For additional information regarding Florida's. 'de. Product cf. rowel to n Miami -Dade n N Acceptance CLI K HERE. n on eg ng Statewide odu Approval System d County Notice of ceptance (NOA), C _ s For additional Information regarding Flodda'.s.Statewide Product. Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-RS 18 S/LBVI.56, SILBV1.81, S/LBV2.06, S/LBV2+37, S/LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". S/LBV3.56, S/LSV3.62, S/LBV4.06, S/LBV4.1Z S/LBV4.28, S/LSV4.75, S/LBV5.5O 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor fcr concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3/16" to 13-1/8". Sea # 1 Product Model. Number or Name HHUS210-3, HHUS210-4 Product Description Joist Hanger 19 20 S/LTT20, S/DTT2Z, StHTT14, HTT4, HTT5 S/MST60, SIMST72 Holdowns Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-1­14SS„THD-H6SS, THD-CS; THD-CS6SS) steel and Types 304 and 316 stainless steel Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from'3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 8P4, SP8 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 CIO 7/8" and heights ranging from 9" to 33.1/2 . 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HLJC0310-SDS Joist Hanger 22 SSP, DSP, TSP Shad 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/,V to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD637158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8"andheights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-R5 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9N6" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name product Description FL#16230-R8 1/8" and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor I CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, sea # Product Model. Number or Name Product Description 3 HIS, HISS, H16-2, H16-25 Hurricane Tie CCCCM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#I OWO-R5 4 HETA12, HEfA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP Er -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRCMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA68R Adjustable Post Base 7 HHEfAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3. HGUM5.25, HGUM5.50, HGUMTOO, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ASU44; ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ASU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 GirderTiedown 4 LGUM26-2 LGUM26-3 LGUM26-4 LGUM28.2, LGUM28-3 LGUM28.4 LGUM210.2, MasonryBeam Hangers g 6 Titan HD HD-H4S$ THD-H6SS THD-CSBSS CT ) Titan HD Heavy -Duty Screw Anchor forconc a available in 04 y ty concretei 3 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW467, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 ME7Al2, META16, META18, META20, MEfA24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA312/11.25, MBHA3.56/725, MBHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AGO, AC6R, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56/14, MBHA3.56/16, MBHA3.56/18, MBHA5.50/7.25, 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2.3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50/16, 6 C844, C646, CB48, CB66, CB68 CBSQ46-SDS2, Embedded Column Base MBHA5.50/18 O }+ 7 CBSQ44-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11.25, MSHU3.56111.88; MBHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Boiled column caps with W1 ranging from 3-1/4" to 9-1/2" and FL#11496-R5 MSHU3.56/18, MBHU5.50/9.25, MBHU5.50/11.25, MSHU5.50/11.88, MSHU5.50/14, W2 ranging from 3-5/8" to 7-1/2" MBHU5.50/16, MBHU5.50/18 Sea # Product Model. Number or Name Product Description 9 CCQ-SOS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-112" and W2 ranging from 3-518" to 7-1/2" Sea # 1 Product Model. Number or Name DTTIZ Product Description Deck Tension Tie 1 X34B1016-5K, XIS1016, X1 B10164K, XQ1SIO16, XQ1 Of 0164K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point ' ^ v J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bo Red Holdowns FL#13978-RS 2 XL0114T1224, XLQ114B1224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head CIO 12 13 EPS4Z LCB44, LCB65 Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sea # Product Model, Number or Name Product Descriotion 3 XMQ114S1224, XMQ114B1224-21K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties I SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strorg-Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDW22634 4 X0114SI224, XQ114B1224-25K, X114SI224, XQ112S1224, X01 12B1 224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPB86Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L. 16 PB44, P844R, P646, PB66, PB60R Embedded Post Base FL#13626-R5 3 SDWH193000,13, SDWH19400DB, SDWH1960ODB; SDWHI980008, SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU3481016-5K #10-16 Strong-Drive)(U Metal Self -Drilling, Tapping Screws with CL 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH2740UG, SDWH27600G, SDWH278WG, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point h 18 19 PBV6, PBV10 PC44-16, PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base Post Cap Sea # I Product. Model, Number or Name S85/8x24, SB7/8x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212. SDWS16300, SDWS16312, SDWS16400 SDWS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) l�L EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PCBRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z.. Post cap SSTS28L 7 SDWS22300DB, 5DWS22400DB, SDWS22500DB, SDWS22600DB, SDWS22800DB, .Strong -Drive SOWS TIMBER Screw (Exterior Grade) -+ - # EPC8RZ SDWS221 OOODB Sea # Product Model. Number or Name Product Description Cn V 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCS43.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector T� Sea # Product Model. Number Name. SDWS271 OOOSS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1O16, FPHSD34B1016-5K, FPHSD34S1214, FPHSD34B1214, FPHSD34B12I4 5K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- Drilling, Tapping Screws O FL#10866-R5 1 or CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 Product Description Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC225, SFC4.25, SFC6.25 Steel Framing Connector L� 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25 SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6:25, Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST148, MSTSO, MST172 S/MST27, S/MST37, S/MST48 MSSC4.25KW, MSSCB 25KW 1 FJA, FSA Foundation Anchor 3 HTSIB HTS20, HTS24 HTS28, HTS30, HTS30C :Heavy Twist Straps FL#1' 363-R3 6 RCKW3., RCKW5.5, RCKW7.5, RCKW3S, RCKW5 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21 MSTA24 Straps 43 mil (18 ga) 7 SCB43:5, SCB45.5, SCB47.5, SCB49 5, SC8411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6, GH48-8, GH41 O-$ GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model, Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS62-5/118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH325 Bridging Connector 1 AS 18, AS 1885, AS IBS6 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector cz 4 GLBSA, GLB5B, GLB5C, GLB50, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC6.25, SJC10,25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide -Clip Strut Connector �+• a W 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, STI8, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HOT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws w 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQI B1016-4K, XQ1S1214, XQIB1214-3.5K, X078S1224, XQ78BI224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/131.56, S/BI.81, SB2.06, S/82.37, S/B2.56, S/62,68, S1B3.12, S/B3.56, S/B3.62, SB4.06, Top Flange Joist Hangers FL#95730-R4 XQ114SI224, XQ114131 224-2.5K, XQ112S1224, XQ1 12B1 224-2K, X34BI016-5K, Tapping Screws Q 5764.12, S/B4.28, S/B4.75, S/85.50 X1S1016, X1 B101e-4K, X1S1214, X1 B1214-3:5K 13 S/BA2.12/8, SBA2.12/10, SBA2.12/12, SBA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z S/BA4.18/12, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75; GDPM-100, GDPS,:GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HD8S, S/HD8B, S/HD1OS, S/HD1OB, S/HD15S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HOU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSV1_3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a - SHEET NO, u PA 1. 2 0 FLIM � C Z ; I z 5�� F� 1; 9 v rJ