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HomeMy WebLinkAbout39907 Harvest Creek LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed _ _= SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle 0 ALTorALT. Altemate FRT Front REF or Ref. Refrigerator - - - D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing __J_ WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room T; -- L_TT PA1.0 PRODUCT APPROVAL NUMBERS BLKorBLK. Block GALVorGaly. Galvanized RNDorRnd. Round - PA1.1 PRODUCTAPPROVALNUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening — — — — BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf _- _� PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector _ BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG, Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or Control Joint HHorizontal SPECS SPECS. Specifications ❑ 117] F711 7171171 LIE] CLG orr Clg. Ceiling HS Hard Surface (flooring) SPF or S.. P.F. Spruce Pine Fir oF77 El. '�, CMU Concrete Masonry Unit ILO In Lieu Of SQ SF or S.F. Square Foot (feet) o COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or or Sqq . Square `D COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KS or K.S.or KlWall Kneewall SW or S.W. Shear Wall 1 COMP or Comp. Compressor KS or K.Knee Space SYP or S.Y.P. Southern Yellow Pine F1 LD CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar = CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered ❑ ❑ M FE ❑ ❑ ❑ ❑ N CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken o D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block J DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry N 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 a 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 a' DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting CD DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam v DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof I Exterior o EA or Ea. Each OPT or Opt. Optional W or w Washer J ELEC or Elec. Electrical PC Pull Chain W/ or w/ With r") ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor V, EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood o 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 Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) MEAN ROOF 15 FT. HIGH TYPICAL i FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES Y FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) 3 PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES N DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 .O NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES `g OF CODE SECTIONS. 12-25-17 3.O 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR y COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder &All Subcontractors 2 It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 1 Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to .o review all the information contained in these documents, prior to 09-20-19 4.2 ADD 8'-8" ELEV. FOR TR EVESTA the commencement of any work. The DesignerEngineersre 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 12-12-19 4.3 ELEV . B EXTEND ENTRY SLAB information found in these documents. Any questions regarding the information found in these plans should be directed to our r7 Office at (407) 880-2333 immediately. No backcharges will be cons12-15-20 4,4 OVERHANG OVER SGD REV. TO 3' PER C.M. advanced notification cation and apt ovalby byDesigner/Engineer he Designer/Engineer. e ign r/Eng ver.without oadvanced notification and approval by the Designer/Engineer. C-4 r4 4 Ix F1 Payments will be made in accordance to the terms of the 12-19-20 5.0 FBC 2020 CODE UPDATE agreement. Control of Construction Site: ALL% y �rt;�f�,&{� The Designer/Architect and engineer of record (EOR) have no s ) � STR t 0C r � �,� control over the construction site and shall not be responsible in C IL ` '! 3�6d "� any manner for control of the construction site including, but not �/•��Y�l/� limited to, scheduling and sequencing of work, jobsite safety, and 1�4" kY �' f �j 1. O r ventilation of the building and thereby shall not be responsible for ��pN1/{ sR�I the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to o protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 1 941 vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before w construction, during the construction of the project, or after m REVRZ1.41 Aid, construction and the Designer/Architect and FOR has no duty to cayo take any action or preventive measures to protect such property against any such peril at any time for any reason. CD E� N 0 N a �aQa:tFr� N N tioe f-4 o 750 .0 er ZO O —Z O i•,• �•' . • �C' % r 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 Q o E O MN N m N J 0 N W �. � t0 �k V; o a N Q �m0� LL a Y CW au_U_ a � � 0 o W W Z LL L0 Cl)Z (IfD 0 ZpU 0_J U) W ❑O❑ z N M o z N � r z C1 �N U _ o 4-1 e_u Q) �N w o = l) U w 0 J E U ) Q o N s o M w M p S ZZZ 6 J LL_ m zo Z o E 0 wo Q Z© ❑a F— ro Xo KF W 0 �0U OQ O E o @ a o <a a z ww ro ¢o OH m0 Y o 0 , z �m rz 3 3 g ° �z wLL co co ¢¢ �0 N O > Lo Orn m 0 L c > (B J T .Y N O N %%.000 T V r � 2 N � r _ T 0 rn N r ai m T-- M .. o z z =3 O E N _ a U aQ p JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. C S 56-10" A 65'-0" W I I 5-SH C� - - - - R&S - - - - BUILDER TO 1-------_.--- °36 ae° 6"DPr N PROVIDE INEN I W.H. APPLIANCE I I I K TYP @ -; -- p PROTECTION I I I S4 GARAGE a, I WHEN REQUIRED I I I OPENING ' OWNER'S SUITE ;B r W.I.C. 2'-6" PER FBC 8'-0" CLG 8'-0" CLG. 00 TIE - . M� CARPET CARPET T I m 2 CAR GARAGE I i I I I I I ZN 8'-0" CLG. 3„ OU)W 1 T-8" - - - T-0"; 7-8" 20'-O8 I I U 8°I `'w 2668 I I I 0O I I HANSON I p BOX @ 36" EDGE OF SLAB 2" o BEYOND WALLA.F.F. WS60"x36" DRYER VENT W SHOWER HRU ROO _- -- - - &5� (3) 2x4 #2 SPF w/ FIBERGLASS " RROU DTT2Z @BASE X IIIIIII IlIIIII D T TYP @ 1 STORY 0 - -- I'L A 5'-11$" I 4'-0" PT. W OPT. DA!x c`il NOTE: FINISHED-V� I- (A WALLS TO BE ' L:'aJiFLUSH. VERIFYIN _ AHU�IIco I i I I( FIELD. I I _TILE 1 L -__-- ---__ -+Y'l - K CC ! S3 (3) 2x4 #2 SPF w/ R.A.G. 28 8 DTT2Z @ BASE L FAMILY R M _ _ O M 2:12 VAULTED CLG.` ^ g'-4" CLG. -� o I CARPET -- -- CID_ µ -ENTRY 23' 8" 3'-10" T-8" 10'-10$' TLI 7 „ 4, „ Y' b"" 8 -0"CLG. I -HDR AT T-4'_LILL j ------- �� R&S - R&S ----- 2668 �co 2668 r T 5'486-10„ 4'-78'-8"4'-0" 1 V-714'-6" 5,�„ M I iv T_6„ _ I 5068 B.F. 4068 B.F. I � � r i ! �--- --- ----- OPT. o I o I _ _ REF. T- BEDROOM 2 N �° W! PATIO CAFE c----------- '- O r - -- I 8'-0"CLG. BEDROOM 3 ''j` P BEDROOM 4 VAULT. CLG. ,� N D.W. I -1 -- I CARPET T-0" CLG. �` �I r I 8'-0" CLG. 0 O fn CARPET r Q J 'L _ 24 _ J 8 3 ", co I c�i USINK CARPET I-4--c'rCll CD CARPET (n i ,w/DISP I r 1 -1 ILE I 2" i 21'-2" ( - RIP r -T-T- L. 2 „ 2, „ 10' 4" r 1U-42' 2' 4' I 5' 32, WE iI Tit E00 _� PNTY 0- m ■ ��' I RANK- N - - Q� - Mw FLT CAL m 36 _ 36"'�o I FIBERGLASS _ I - v EP)AD - - - - - 00. - 5 SH I SURROUND J111111111777TIF I I I I I W77�71 111110 111111. 11171 [N I I I I I I I I I I I I I I 1110 150 11111111 i I r 16" DEEP I M H B EGRESS EGRESS A O S3 (D 15'-10" o� 60 TYP @ 1 STORY / H O 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 112" 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 18JX254 S.H. 13 20X38J 184X374 S.H. 14 20X50J 184X50 S.H. 15 20X63 182X622 S.H. 16 20X72 18JX711 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38i 26x374 S.H. 1 H4 27 4 X 50 J 26 x 50 S. H. 11-15 27JX63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37JX50J 36JX50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 i 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S:H. DOUBLE 39X59 79 X 59 N/A S.H. TIE 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" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1 r-Orr GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N 0 N N N M 0 • et; 1�!fP9fit ;vti'� t.t-' �Yfr 'rive ov- s �a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da Building Code - Residential 7th Edition. Enginee s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W O M 8 � N N , J O _ l a� o0 u` 0 Lin 0?a w U)v>r-r-° aN (� M CD �ww �wrl a se a � LU O 0 Z rn m It W Z Mo �.@Nco �pjO' OF-w tr O J d a a tN 04 Z tr cn O z Z O U U co ❑ 0 z N M 0 0 z o � Q J a M l/) z CD a--1 w U O cn o LUU) wme C) C) co co M Cl)p J y W Z Z < u- Q E E O0 w� Wo zo <� �® o" 0 w0 � °U z C:)<Z N o< o O� �z r6 J z y U N O 0< O °, Z Q W 2 to z z 50 W U Wa jo w w ?K r o oz w� >° c0 ,t z< a 0?i NO >Io CC O m co 0 L c � i J r .-� CN CD U) r a)T _ 1 04 LO r r T- 0) E c M Z m Z E E O E a_ o U _J 'am Q p aa) _J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE o CABINET 00 Oz Oz ILL O co co CIOM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER Ct - CV FIN. FLR. KITCHEN KITCHEN I 'r- �-- —}--(---�-- --- - i —'—r-- �~ i r � —T—Y—* ?—�— - —T I T- T� - 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 —0 z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR - a ON BATHROOM WALL SHWR. o 0 VALVES = 00 `0 SOAP F 00 o DISH U r �n LO 0 0 _ d• o �r r M M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY 80 N 0 M 0 00 +-IN MIRROR M BATH 2 OWNER'S BATH INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET " 36H BASE FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 00 �n a r a: _ O 2x `? 0? FRAMING T 1 /2" GYP M BOARD - FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER CD 0 00 O 00 r F, CN N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" N CD N N N C".) 0 ,: �r7'75 i No W / r m s w 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 v E a c) m8 N^ G 0 ro' u_ 7 u7 'y0 (n "o r d W a _j u 3�y a uj z _ 6 Z Y 2 m 7 m N co O O W m 0 W U) i a d LL Z N M Z D O O 6 U vi g W ❑0❑ O � (D J N � /� M ( I p (3) 'O lL�� 4- � T W ® W U 0 W oUva �N C� F_ J E Qi jj L U i O] Y O W M J z O z 4 � U_ wo oo rr <� QE ® F- u z© IC6 r6 — E O N rp k a¢ p <o 0 oQ a Z mw � L Q ❑ m � p N° Z 4 Qz gZ fn oa go �o a C-) a� k r� >° o =a �O :s = >U") Om (D i � r �>04 Q O o U (0 m d' T� c N CF) T T" = d' rn N s— r M .. o z E O w co co a U Q co JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 2 12 5� HEEL 12 o 5 d- F4 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS 9 FINISH ON C.M.U. (TYP.) io 12 5� 3'-0" F.FL. J N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 11-011 RE E E E FE71 7L] FLI 177 L�11 E FE7:1 El El F] El 7E] E:1 0 0 El. 14'-0" RIDGE VENT FRONT ELEVATION - Al 12 �5 SCALE: 1 /4"=1'-0" 15'-0" RIDGE VENT LEFT ELEVATION - Al SCALE: 1 /4"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. 6" FASCIA (TYP) - TEXTURED _ CEMENTICIOUS cQ FINISH ON C.M.U. (TYP.) F.FL. 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 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions, Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N 0 N N N M 0 IN S 750 ' ':Z .X� » � �•�✓,�,�,�;ia. • ' ice; ,�, ,.� , ,. =:�:t, 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. N Lo W E Q O 8 co N # ON N J o q 7 � � t� L L W it # N cn,ti_° ccN O L w a LL a Y a J� LLwain COU o _ Z O N cfl o~w K O J W 0 Z N �rNj Z 0 Q' to O Z U N WNMI M zM N z z Q J r E3 M N z 0 (DIM U LLj 0 Lu o V'I rti w toss U U o N Q -o • ti o � J w Mza oU_ z � J Z E z ¢ oo Qz � oZo 'T B E o x U o¢ oo D U of O N ¢$ w o Q -w �z L " r6 C C p Y U �o m E o o� Z >z Zn -75 J ¢ ° �z Q 3 o a ow U 3 ao 3 M :i o o� = 5o o o V' z1< �x 51 3 .N O T > Ln O m 0 L > to T O m 4- rn N f o N T ^o LO r 1 rn CV r E Z r ,E M o m z =3O N E c c f6 FL E o �o m U J Q Q aci J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 3.1 0 00 C ac 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Tr)M 1'-0" 15'-0" RIDGE VENT 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT 12 �5 T.O. M. -- HDR HGT. TEXTURED TEXTURED CEMENTICIOUS FINISH ON C.M.U. CE FINISH ON C.M.U.3'-0" FINISH ON C.M. (TYP.) bo (TYP. ) CD 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. N 0 N N N �1�E1".tiitcp�rt o `` ,"t� . E Ilia ,rl t��P 1 ENS ZS F :y co mod`; y,'�u^ $�u91S�1Y� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W AgaF a o co C)m 8o r u N J N O> W V I O WN O' � J '5oW 00 N; LL W a rAtir ° - W a �Mv � °' Y Mu-u- a y C)13 Z _ v_ o fY r T O O F- W 5 'F1 N cO 2 O J Z ILa Z N M Z W Sg O p V U a W ❑ ❑ ❑ M !�2 IRRI 0 00 Z N z o � � rz in V) M z a w U O Ln �N w o Ly N � w U I U 11 ¢ m o �m o M w co z o Z a U_ Eo � zo o0 w- rN ¢� Z® oa U CIO 0.0 i o x a� i ao 0 O 2 a CN n3 CVJ C:°z - 0 o 0 (UNm aw z z oLL a U a� CD 3 �Ir Y O CIOa V w z< 0 N O ' ^ Y 1 I.NL O °' rn m tV 0 L C ' co J r 10� O Qom„ IV m UC\4 1 r r- = N 0') •- 0 M U—)<A N T 1= w r c c-5 C� .. o z Z E E CU c d E o U m Q p m JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. 3.2 2" iv N1" 2" N 00 1' VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2�' BUILT W/ STUCCO. EDGE OF OPENING V-10" r N 12' 1"RADIUS 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 4" CAP 1/2" RADIUS 1 54 VARIES VARIES M Ma Cl) rIN CAP N CO 1" 1" 1" 1" 1 _p 0 _ 7 22, 1 1/2" RADIUS VARIES 1' 2VARIES rIN 1 1" 4" MIC J4" � SIC MTV 4!" I I N�{vrIN —� �cs r N 3" 3�� 3" 4 2" ti2 VARIES 12 2 2 M 32' 11" 32' 1._8" 1/2" RADIUS BASE ;O ;- (O BASE 1 • N 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OPENING 2" �_ �_ °' 6 1'-6" 1" 1'-4" 1" (� Qo .� 21" • • ' O N 1-1/2" THICK 1-1/2" THICK 4" 101, y.�y Tc7" 21„ 4 _ la - �• rt 10" _ N O� 78 T IN �M 3, 4 i„ 2 N 2" 4" 3„ 6' 2rr 2, iN W — > W — Q > - `ri 1-1/2" THICK 32' 24, r� 2'-4" 5z 1 5 52 -IN 00 � 4" 1" 1 4 3 1z" N ?r � O N i'7 511, 4 VARIES VARIES 2 w Q Sri r i 22„ • VARIES VARIES r--------- 00 `° i Rs to 2 I °IN M 32 3.• e� �1' �bti Q 2 44' Q4' KEYSTONE F11 b - OPTIONAL ' 4" GARAGE DR. OPENING 4" _ 0 KEYSTONE F11 OPTIONAL 3 3„ — 3 4 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" cfl R44„ 2 VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14 1'-64" 14' 12' 54' 2'- 1 1'-11" 54" 1'-4" f2" 00 1 " 3'-8" 4" T-0" 4" 101, 1, 4„ 10" O C CN 7" N iN ZN 0 CN o :— 'pST,, • 1 " 1„ Rrp„ 11„ 2 FN� - 1'-1° 1° GENERAL NOTES: M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O C'V N N �1G�rsa��rraAr,��! o r p-r—,6f N J J �.. ' CC-w - or /:c`tillilia To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tN � E O OM n �vp � � N rk C J LL Lu m u_ a L O 0 W O N cp W rn OIY rw O J I,¢ Q U0 a ?� ' Z Q O U Q U U J rn W ❑ El U c� rn 0S z o Q J d rjl Wv) 2!V CU (D a � 4-1D(U v� a W Um � 0 N W S 1 N C) ... W � J E 0 8CO U o o ¢ 0 � m r— o � J w M M w ¢ p Z Z W ce E w� oo Zo Qa o U FZ o Za Da CCIO F— _ O E ¢ a0 coi z Uo 0 U O oz az ,z N L -Z. ¢p �% U) mi o z � M `L ¢ 01M zz 5° w� a W. W =G �EE O � � ¢ W O a 2 O > LO m L C° J r CN Q U m U r 2 N 'T I\ 0 r 2 d- rn N r ui r w "E M o0 Z m z � E 0 I m c d U � Q cc JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. F1 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 fine of the box to be: 16" AFF (general), In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included In the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FETG.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 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e TRACK LIGHT FLUORESCENT LIGHT FIXTURE �} EXHAUST FAN ;�� P.®D EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 14 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) �V TELEVISION (OPTIONAL) Tq 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT, & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER WWI PANEL _I DISCONNECT SWITCH G J ROUGH-IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP MO 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 410 SER Alu UNDERGROUND IDisconnectl POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING �44ROUNDING WIRE TERMINATION PER WITH CODE APPROVI NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 111 211 vi` vlr4J PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H --------- W IRRIGATION --y-- GFI , VERIFY LOCATION r-GFI i W H ELECTRICAL PANEL I I I OWNERS SMITE BAil W.I.C. 2 CAR GARAGE 12 GFI FOR I I I I I I I ROUGH -IN FOR ! GAR. DOOFI2 / OPT. CLG. FAN/ I GFI I I I LIGHT PRE -WIRE " I GFI I I ' � I � 44I I I A.F.F. I I I dVPI S.D.(-----------J I I I I - r -�- _11 I I I I do 11 I I I j 0 T. OPT. l I I I D. ! I I I I I I - -- --I L ------------ ji- AHU I' ! __a GFI @ 44" A.F.F. FAMILY RM - - - I -� -i Iy ---- ENTRY I / �_ ROUGH -IN FOR / --- I OPT. CLG. FAN/ / _.__.__-. G P LIGHT PRE -WIRE U.C. OUTLET - - - - - - - 3 --------------- S.D. 3 _ _ "_ --- '' S.D. ;f------------ I FOR DW _ I U.C. OUTLET — -- -- G OPT. I T� =GFI _ _ _� REF _ / FI BEDROOM 2 / , S.D. - PAfiO CAFE i� GFI F_ _�--------] ' GFI --I -I + /� BEDF'O0M 3� - - BEDROOM 4 1 D.W. I � I I -r GFI / � � / ---�— 12 ROUGH -IN FOR i INK/DIS _ _ �jI U. �!V -- I OUCH -IN FOR �/ ' j - -� -) \ ` !� OPT. CLG. FAN/ 1 II 1-1 NI I OPT. CLG. FAN/ CRDISPI LIGHT PRE -WIRE ( i - LIGHT PRE -WIRE i� PENDANT AS / 1 _ � PER SPECS r - �� ROUGH -IN FOR I`T OPT. CLG. FAN/ I / LIGHT PRE -WIRE AC PAD �i g -GFI GFI qp ©' DEDICATED RECEPTACLE WID H•B FOR MICROWAVE RANGE GFI DISC. HOOD PER SPECS ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0" CV 0 GV CV CV M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q O E co co N N C m ODD J (D J LL �0 •6 a- V / H U) M y J W u- a Y Q JLLLL a L z @a% 0 O U. W U) < = U0 Z co C,Z U a iYLO 0 vVi z r W ❑�❑ N MO o � N L' n t � Q e� E3 V^)' Z a Li o W u- � C LU .� U � �N W g on F_ J EWIN � N 0 Op 0 N � ti �w co M J z o z z 6 E ¢ Z o SAT/co X OU &¢ . 0U S< O E (V a o w p a z J . Cn � m0 & o�F Z-' a� �z o< z Ja op <� Q� a _ �L o aLL w¢ W ;o MA o< a o_ > Lo O E L C co _j T' •> N N O m U C4 L V) T r co N Ln r = d" rn N r r M o z E O E N z c n o U ill Q p JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 4 S rn O co L N b 'O S 7L �O O -J I t7� CD N C N C:) J r 'd I CLo W Q� C i Q Cd E O S L v aci N IM E M_o U v c 0 UI N U N 2 a_ 0 0 J O LZ ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 1J150 Rule Ridge 1J300 Rule Off -Ridge (No Upper Ventilators Vent Amt Req.) (Must Provide Upper Ventilators) (Ft) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 (Zone 1) 435.0 138.0 * NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. '*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) CV O CV CV CV CY'> o `��� 9 140 M R S3� � �!1u � ,tom, y, aM ��( ��•s —/'�� +✓ A Y .ram 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � W E a O O o U 00 00 0 N N N t37 0 M LJL N M cn r` r` �;? m C,4 � J LL W i; WAim a a Y a K o LEUo '(p N CO O w = OJ J W ��QjO' e ¢ IL a K p NCl) z a ro U cn O U W ❑❑❑ � � r O � N ,N ME3 Z r r M V) a o LL to 0 w o t!I � in t1d6 U W J F--• — of U l+s • L w � z /Z 0 Of co W Y N CA r— to W Mz O� z J E Z ❑ g 0 z>z ry Q d QK 0 o Z 0 oa Q ¢ 00 O 1 01 O E CV L 4a .0 �z yw L (0 ¢ o m O J U Z G2 ¢ o¢ z �o U w =� o w L! >O co V oa F o3 N O 2 ' ^ co / J 'Y CN O o U Cfl N f f0 CS = 04 r rn Ln r I c 04 r E w T o) E M o @ z N N E N z @ C @ E O U a @ C N a _j Q p JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 5 V-6" 5- 6'-0" TYP @ 1 STORY U.N.O. A S3 55'-10" .e .o M 5'-2g" T-1" g 91 mus Wn. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ co r----------� --- -. ° -- ° -- ------ � — -- BUILDER TO �— —� � (2 ) #5REBAR 4'-0" ' ' 12'-1" : W. H. PROVIDE VERTICALS w/ in FILLED CELL OAPPLIANCE I :: I ; : PROTECTION ®0'-0" WHEN REQUIRE D I ■ I PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. _ ;,� o I N I SLAB FOR HERNANDO I M -1 (: K c i I J r, I COUNTY ONLY I : S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2-73" 4'-9" 4'-10' VAPOR BARRIER EDGE OF SLAB 2" _ ■' I CJ :: I •GJ I : BEYOND WALL CJ I o a 1 • r' 5'-3" V_10" T-6" NN 0 (2)#5REBAR VERTICALS w/ ini ,. I i ` .... �. ............. ........T�.. • ................. h FILLED CELL 0 _3 1/2" I 2'-6"x2'-6"X1'-0" FTG G W/ (3) #5 E.W. S3 —._ _._ 3'-5" SLOPE —� 7'-1" I (2) #5 REBAR � 2'-6" x 2'-6" x V-0" `�' AHU I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A ( / : I S3 CC S3 FILLED CELL I co / J I CJ CJ / I — — _ . ..:.. .. o I 25-10zsao i g' 5....... �2s ...... -- ■ ' 4" v 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I -4" I L o (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM / ` / / / PROVIDE 1/2" x 9" "' RECESS FOR FRT. DOOR SLOPE I S3 0 � VERTICALS w/ in W/ 1 #5 REBAR VERT ABOVE SLAB O / i / HVACCHASE TOP OF BE 4'-0" 4'-4" 4'-6" FILLED CELL I TYP @ALL PLACES SHOWN / %/ BASED ON / [! 0'-0" BELOW FIN. FLR. ■ : ■ ■ ■ ■ I HOOKED FTG. DOWELS 5" EMBED I / i . ... ...... LOCATION I . • ......:: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : . :........ ' 1 STEEL" 4'-0" / i / 16'-10" 12' 10"STEPS o i `t AS // I /i/ I PROVIDE 1 %" RECESS / / REQUIRED PER FIELD FOR SGD. REFER TO / / MASON'S SLOPE FOR / / KITCHEN ISLAND LOW WALLS OPT. " " " " ics: I CONDITIONS ■• WIDTH / i/ CJ------ — — — — — — CJ REF. _J_CJ CJ—Ijlj ■ /i/ tomI=---=-- ° 1 J TYP @ 1 D.W. I CHASE TO IS D I � o � i I STORY U.N.O. A N ov -1I L — n— / — — — — — — — SINK /DISPrn 31/2" I / it L — — / 16'-0" 2. g4 6'-10" :: I :: OI 0 0 ■ - //• t o o 0 .............. .......... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �o� TYP @ 1 STORY U.N.O. A S3 5'-4" �. 1, g8,, L 3'-2$' 1. 5'-0" L 5'-0" L 5'-10" T-10" I. 6'-0" 10" L 2' 1064' L 5'-1 5' -4" FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN z W J v' Cl- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" "f ��" •:; • • #5CONTIN000S • " •' �•.; REINF. SEE FND. FOR :�,;� QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' HORIZ. REBAR, TYP. • '�• U.N.O. �'; • ;, ; �'; '�_ **Alternate: _ ' •' The reinf. bars shall be •. cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N 0 CV N N M 0 LElwk .ors 0 t �` pF7$750 ,. f w sa. To the best of the dgigft qqw nformation and belief, the structural plans and spec talons 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 vE ID � QO M O N N W J C W M N u' CL U) r-� � W a v a 4 W (n N J LL U_tl o01 0 Z — 0� OC � °6 W 3 'F, N m rr O W ��Trn = o tY N M Z rn 0 3a Z pU z N o z z o J � Ul m z Ch �4 o N ,N v ' W OJM C N ) U L.L. �— - E ca - 8 0 ......,.. L L � z U o N C ¢ 0 I® r- co w M Cl) ¢ o z z � cU I= = 0 0 zo ¢ N Z© f6 _ C _ �o X V UO U ❑ o E o <o �¢ az L OY U mo Z °z U) N N z go son 25- a 8 o � w� >° aF_ <t ON o 3 O N Ln rr O � f0 W 0 ^L, ca J r �— N Y O m Li U Cfl T M T N CD N r w CM o E E t6 'c 7 M z z C E O E N C t6 d o U J m < Q a�i J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 6 •i.':.R'F7.��. . 1M.:JJD!2PXsa.•� ' - a 4�+�ic:.{�....`r �!�' -. ��L t_ _emu. .,.:�a,�; �.u,,.. RSH ENCLADD OSUUCTIONS IN WIINDFPR SSURES AND FOR MEAN ROOFOHEIOGHT 15 5 ftND ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[6:12] a=oft (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 - + I - , --- -------- --- , -- I 10 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 I ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j I QI ' 1 I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD i I ' 1 I ROOF SHEATHING: { G SHINGLE: 7/6" EXP. 1 (24�s) or 15/az" EXP. 1 (3�116) ` i© I IO TILE:%s2" EXP. 1 (36) { NOTE: _ I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS �� ®�I 3r 3� ®-ta 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Od (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. —1— r0, UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 1Od x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' x 2 1/2" SIDS 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (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" HITS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD Qa EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5 4' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 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 x CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" N O cr N N M 0 L r ♦ r Q " AlE— To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W r" 00 v E 00 O OCM 8 N ik ON N 6 J LL i rpgi M0 0 C J 0W N # LL W M co r- r'L W a a a 6 Y JLLILL a W z Z C — d C Y 0 @ O O W N r9 m 0 W��pjO' d a a Z L a Z MZ O'SQp N OU W ❑O❑ N C) O ,0, O Q Q .J N N O Z CDC O _ LL V3 O� In w oJuft L� (a t-- U) c W ns C) D N .L U) Q � m O o w CO co w ¢ O� z < � U- t.l.. a E E w z 0 wo 2 0 aN zp o a co � X0 d¢ 0OU 0 O N t� It o ¢o ao wz W t0 C Y m� 0 U, z � fll mm 'aw z W oa 30 a 3 LLLL a �w ¢o o w >° co o � ZaTTU� a 00 \i L / 1{^■ice m fo co W ' t6 J T •— CV (D O m U CO 2! N r � = O 0) T 0 N T T— M o E m c :3 i» Z Z E m m co F, E U Q p J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-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 OB/1T 81`32 1 B/1T INS FORM & GROUT SOLID ilf CV Q O c W TU O #5 BAR CONT. 8F12-1 B/1T V' LINTEL DETAIL SCALE = N.T.S. Kamm I RUM ISO! TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16- B/ 1 T U Q tNOMINAL QUANTITYOF f WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c precast mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S IN. MIN. EBAR AT TOP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL d a O d e d .M.U. #5 REBAR AT TOP 44 G a GROUT MIN. (1) REQ'D ° a 1-1/2" CLEAR o D 2_11 a G A C a L 5 REBAR AT = - w O BOTTOM OF w p m U) 4 o LINTEL CAVITY Q U du \ -BOTTOM M U O L REINFORCING ¢ ¢ c7 °� Z LL 7-5l8"ACTUAL PROVIDED IN LINTEL z w ¢ _' C5 No D D #5 REBAR AT BOTTC �° �, �° AS INDICATED ' NOMINAL WIDTH (VARIES) U)n = d iD 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 OF 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: l4"=1'-0" \ �Vj mo Cc 3D �i PIZ C14 O CV co GV M O LEIN. . �. 7A, x jS;-t To the best of the Engineer's 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. F A o f O M m 00 00 N Iop� it �'♦i V ® N N CA _ O a7 °° a0 ik 'J 4t � W,Vo � ui LL aheJ w w a- Lu 3: C103CD Z 6 + = '� N CO m rn O 2' � JW Q a Z IL 6 Q a Z 40 M Z N O U �L) O U � U)Z W ❑ ❑❑ (D Z CV O o Z N Z � a J � N V) n1 N Z VI c VJ o LL a-1 N ig _ � 0 V) w g U J E - i L ICI it U o' e o C.0 M z o w Z zd J U_ C Q E E S y ZO QO > N Z � <N Z 0 CL X ¢ 00 CD CD N IE � o wo tt a �w (6 � C o� Nm F p oLL Z � J ¢w Z aw oa Zz go nw a= =3 CD w >° MJ c9 oQ a ° 2O s = >� IX O cD L ' J TT O C0 m U C� N � (B C5i T- �• O = N T Cn T.� M r E 'E T- M Z E O Ca C `° FL E o 0 _J Q o _J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FBRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2. Z 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2,4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR ILL + ROOF ILL 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, ANDALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 %" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = 11 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 ll WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32"EXP1 OR IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE INTERI"STRUCTURAL1, SUCH 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4. 4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS, 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� ,� 1 FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM Fy 33K-87. ITH G90 4.5.2. SHEET METALGALVANIZED NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL COATINGWITH ASTM GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. A52 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. LFASTENERSANDTIE 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, NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4,8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. 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 518" 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 protectagainst rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncrete overpo and mortar along the foundation perimeter must be removed beore exterior soiftreatment. 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 T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. N 0 N N N ,i�pCi3d,p3�B o E iiN'S O * era ' �O w � AV �ro To the best of the Engineer's knowledge, informat on 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 beading Engineers signature and seal. N LO W Q v EE a `! 1 N � o O C Gnp - ®/ � w lU W W c� r- r- a N o L' - w a u- a Q 0 Lu JAL 0 0 0P Z LL 00 a0 N COZ O r a;n O U to a W v M zM r- N M o O z CO z J V) - N z (D _ Q) 0 u- 4--J U O c g wa Ul) N Ln U W J zL U o N o ¢ �m ti o cfl J w co co zQ Z --I ,6- _ � o Q O wz Z Q N z® Oa ca H O C oN ra XU o ¢o U O Q O az IT �w Tao rp Y U Nm m0 o Z Vi QW 8 Z g°a O Cj ao m w rr OW r� V z a O~ w O > L0 O 0 rn m L > J T O U C m U CO T a� T 2 N r _ r rn Ln r I d' C N r E M o cc Z c N E O y z c R. E U C:C6 JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. S N Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3!4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1 1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° k Filler blocking ° 1/8" gap ° x 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 1 Od 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 00 O 5'-0" Q - STUB -OUT FOR 0 9 LO GAS METER O o U O � N � • 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. 1IT-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. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) _—/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. V/ Provide adequate bearing for each lapped joist. Od nails SECTION 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) p (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM uJ > STD.90° CONT. #5 HOOK BAR CONT. #5 BAR #5 CONT. FROM 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI Y MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. @INT. BRG. WALL SECTION N.T.S. 1/8" min. }Small gap 2" min. 2" max. 4" max. Q Clinch nails when possible 1 Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over — blocking and wall or beam below.* Use 1 OdxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — • ■ • ■ ..EMMS 6"" A 1%" ROUND HOLE MAY J BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" DO NOT CUT HOLES LARGER THAN 1 z" ROUND IN CANTILEVERS. 16" jest 112 1 i'-0'° 1'_1.° 1' Z' 1-2" 1' 3" I'-g' 2-4° _11,. 3-7"° 1 4-2" 4-9' 5'-4' ---- - 1 s 1'-a- 1-4°° 1 2'° 4 �'° 1' i"• -5 ° 3'-2 ° S'-1 D'. 4 5= '• 4 ° 7-21 -- 20 1,-,° 1�4' 1' 2' 1-2" 1 2-0a' I 34 4'-0" 4-10" S'-11" U-11" 7'-11°° 6-11- 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. 1 z" 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 1%" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearinq Location Series De th 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" 11-718" 2-8d 2-8d _ 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d . 16" 2-8d _ 6-8d FBCI 90so 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS I 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE I.0 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 1111L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-1 Od nails. -,.Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. gap I 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. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height --T requirements -0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ ° SEE PLAN FOR °, ° . • FOUNDATION INFO STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE IY7lME! \=M-rllnAI TLJr')1 1 CAM TOP (2) #5's x 4'"0" PVC OR SCH40 SLEEVE CENTERED @ PIPE/F PENETRATION PLUMBING LINE q a d d �d • O. .• .,.. /�— SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d ,: —TI=Tll-1 a 4 I— o ° n a SEE FND. PLN. SIZE & REINF. N 0 N CN N M 0 .LE Wig co No PE7S750 ••:* • • W Y. .. 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. W QO cI E OV N ik ON N 6 J O O C: M cn�r�. w a No LL a — aaj 3 WEMZC1to c�tt Y u6-'Ju- o U~ �w CEO i O of O W �2ODO Z LL us a N MZ WLn 0 U N Z O U W ❑ ❑ ❑ M N O — � o z z J — E3 V1 N (h z 0 o — i--+ t'a w N W0*0 U ,., _ E 'illl li�iJi ll U O N O C Q N 0 r_ O co w m Cl)O z z z � a O E V oo z zo ¢� ?© oa t— XO OQ UU �U �< O E a p <o ri z L rp () C z U mC) o O LL N 3 o Z Qo U Q d U a o az 3 o >0 O V a zld 3 c� 0 C _ 0 > Lo m m 0 > CU J T �1 T N 0 U CD U W T c r NT r 2 't � N r r co m c O Z z E E cc a. U Q p JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. SN 1 I A p ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. �I TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER c ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM -1 11=1%�I 1=1 t° ' ' 11=1 I (=J=1 Q 1 'I I M I IE 11 I ° I I 1 I M I 1=I I I=— ;- D7158-CLASS G or H, or ASTM 1 �I 1=1 I— I 1—� • I I I-1-1' D3161-CLASS F, IN ' 1=1 I I=„L ACCORDANCE w/ TABLE I I I=1 11=1 I I-1 I-1 1=111=1 I —I I I- R905.2.6.1, FLORIDA BUILDING 1=1 I I I �I I I —I 11=1 I Ii 617111M 11—I i CODE 7TH EDITION (2020) �, 11 I 1 II j II IT1111,1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 92� 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4"INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE - 1 °00 M _ — 6MIL VAPOR z BARRIER 1 ; D �� 4 1 1= COMP. SOIL. I A— I I I m N (COMPACTED TO 95% =1 I —I I I`HI I 11= MODIFIED PROCTOR 11 I I 1 1-1 —I I TTI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 1,,a3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS q z TM 00 r SEE A/S3 OR J/S6 —`-lill I I ICI i I � 1111 1111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)1Old NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0116" PLATE WASHER (TYP.) NOT EXCEEDING 10'4" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH ELEV-0'-3 1/2" z 31/2"MIN. 31/2"MIN. ---__-- A.F.F. p c ° p _ / ° ° III_ 1/2"(min.)4X, b 9�—1�=1�� 1= 31/2"(min.)- 4" N D G — —II I Ir r III ! I I- 31/2"(min. - 4" I a — 31/2"(min.) - 4" �=1 � I y =1TI -Ml-1 I �_ —LI I=11= I r r_I I I I�1TI =1 I-1 I I ITI_I I I' I I(-1 f1f=T �I= I,T 1=1 11=1 I 1=1 I I —I 1=1Tf (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. 4tt 4 "� �g U.N.O. MIN.U.N.O. MI TYPICAL BEARING WALL STEP SHEARWALL("-C� TYPICAL BEARING WALL " STEP('�CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Gor' SSG J�EL� QGS• M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M`N�Mo�s 2x STUD INSULATION PER FBC AND ENERGY coN�"�J 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)1Old NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING N FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE �. PER MFR INSTRUCTIONS ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR s u c GRADE 40 MIN. Fy= 40ksi GRADE N - z #3 & #4 LAP SPLICE v ° .b _ FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] r O° 6 MIL VAPOR BARRIER =� I I b ° L M I 1 °0 0 11= I I ° II 11=1 I #5 REINFORCING BAR R 1 7/8' —� p p I —III —III —III —III —III � -r _ N z III—ill-1 1=1 I —I 1=1 I- z I o . I —I 11=111-11 I— I` r #5 LAP SPLICE D° I�1 � I —I � I —I � I —I � I —I � 1=1 I� I l i •�LIj—'1TI-=-1 I I--�11 I �.a - N I I Irr .1 36" MIN. LAP [36" MIN. LAP] I� -� I= I= =1 =1 =1 T 9 % r. MODIFIED PROCTOR ASTOM =1 I=1 1=1 1=1 1=1 1=1 1=1 I I=1 I=I I D1557) Tf I I hI I f,1 I TTI f� I I;111=t III=III=III=III=III=III=III=III—'' 4" V-4" I' — FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 . ° —1 I I —III —III —III —I -(1) #5 REBAR w/ OPT. 11= I I=1 I I I I I=SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV . t r� .. • ° ' .. MCA a 1=1 11= r III —II �.°• •+ '.' ' _ SEE A/S3 OR J/S6 —i -1 LI I 1 I I; -II 1 I, , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAl',, — a INTERIOR ° < , � ° � -31/2" J� v • , CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB • °d e co 6 MIL VAPOR ==-1��-� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E d. 6x6W1,4xW1.4 r ' WWF OR FIBERMESH (7,) ° NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W P J 1-11=11� I I I p' LLI T ''I I I I I III I D•° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 + _ WWF OR FIBERMESH IIIII��rt��lill (2) #5 CONT. =1 I I III=1 ON 3" CHAIRS t tt (TYP.) 8 1-4 8 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3!4"=1'-0" �S�3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN ° — TOP OF BEAM °IilfCf7 A. `I (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL r — — - — ° ' d 1-1� I T BEAM SIZE & _ N ' I �i CONNECTION INFO ° III= 2x4 #2 SYP P.T. FRAMING w/ =T I I1=T TI-1Tf , T' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Tom!>L 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _,E =. SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ao ? GRADE a — r, FILLED SOLID (SEE PLAN FOR _ __ _ a a _ SIZE AND REINFORCEMENT) c7 = I o •=1 = = 1=1 z F- w o o- W Hill =1 —I 1=1 —1 I-1 I w 1�=�1 III=1�=�= z BRICK PAVERS or SLAB PER w p o - =! ! • a —___ - z_ / COMMUNITY SPECS " U) - =__ _ I — — " 0-0 FIN. FLR. IV TAPERED • I, I—I—111-111—III—III —III=11I FOOTING J -III III=1 11=1 1=1 1=1 III=1 11=1 I I_ 11=1 I —III —I 1=11 1-11-1 1 BEYOND PAD REINFORCEMENT - I 1=1—i—"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL(*"�N SCALE: N.T.S. 53 N 0 N fV N M O sar��t, jk /�u Alp TIT �T 1. To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, W <r v E co Q O C0 N # � 0 <, . � W N 0��� U a U) rN) a u- a Y U Ca LL — rn 0 13 13 0 OP N(_0 _ 0; 5 -F,LL O -j W 0 :2 oo c Z -.1 a N IL rzr z U) O N U V � cUn Z O 10"NAM W r-1 f-1 171 U M z N M o o z z t; Q N z C6 W M ° U —� O LL, g c NLn vss U Owl F- J E J ,. L U o y QIn 0 CD o W ILL z ❑ 00 > f� 0 E V <� Z N g 0 U O O¢ o � N a� ¢� boo ww ¢ L To c ¢O .0 O , Z - J .o 2 ° aw � z N F o z go a �? ¢0 6. xk 1� O CO w a r_ 8-3 <i z¢ > L0 O N m CD L c � T 10 � m U O T (C O = N O') T �T- r\ Li) T I 04 z— ai E ZT cY) 'c o co 0 iri O Z c m a o cs 0 ¢ rj c � JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE VARIE5 ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINTw/(3) 12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WA IS 1 1/2" MAXI M 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 LL MU INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN ?x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. Sq 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" Q.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ + +, STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.Q. BLOCK Ir KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N,T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A 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 WALLAS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S, �S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 4 a 4 4 a Q 0 8 STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J lo J W > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR--___..____ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., 7< GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. d g a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. IM SFF �Olti N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1Old x11/2"ATEA 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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 T -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 1� GREATER HEADER 1 `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 7 SIMPSON HTT4 TYP. Op00 U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP-) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ Z-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 a 2x TOP PLATE r to 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD 24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.AX. O.(24" . PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE FEQUAL @ 12" O.C, MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR,STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL J SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 1 48., SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS T076P 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. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS r SIMPSON SP4 LINTEL / NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) (6970# SPF) IS (9335# SPF) N. 811 PDXIED A.T.R. I&NUT 'OXIED A.T.R. t&NUT OXIED A,T.R. I & NUT ROOF TRUSS ABOVE F 2X BLOCKING a I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON D SP4 1 -(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 Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o 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 J(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. W-] MAX. (MIN. (2) PER BOTTOM Q / a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. cv 0 N N N ��gtt6'y�fOA'dJr a �,_ f 7 o &7 � s .. 1y L) �- �: :ems 41 -+S-ZXE •� P . a y /. / •`v S S`. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W ofo �co V ® _boo 05 #" W J d JLLU- a y e Y, Z O O t _ mo ~ w � '° S d Z ILW co N o _j N M Z cn O a5c> p U U rn z W ❑ ❑ ❑ N M o g o� M Cz -_ V w �u O,a,oUft N ) r�.r■ U w _ E v o N u) N 0 IV a coz w co J a z < Ecu m zo �a ;z oa F° V6 x & � U '8 o E11116 <o ¢o w= � Vi C: z m3 o O' z M n� 'y oQ go a o2 O w < 0 c C)= O N o) 2 m cD L > cc TT CN O a_ C m U (fl �_ 4- U) r C:)"a= T— n LO T^ � N T� E r M z z E Q ll E U J Q J JOB NO : 21-4273 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV w! (4)1l4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± / 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d ]IL" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1Od NAILS @ 6" O.C. THROUGH CHORD 2'x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING `— DOUBLE TOP PLATE 2"x4" CROSS BRACE / 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH " BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1"FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" 0 C 2x4 "T" ON TOP OF PANEL (2) 16d NAILS FASTEN WITH KING, FA @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO -J 11 II MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOCKING, IN 4" FA TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. 55 TT 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 TT N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP f SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR 11 SHEATHING DETAIL BACKNAIL w! 1/ (2)16d NAILS WOOD TRUSSES 00 2"x4"CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t1v EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 - 16d 7 �j' NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d (D = 0.207 , L = 41/2) OR EQUAL 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 5112" 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 THE T SPACE AS SHOWN FOR 3-PLY) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF H LAST LAMINATION ( 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. �10dx3 @ 4 O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATIONrD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _ SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS f ° l SECTION g -4- 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ,,.. --- -- .. - 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ S5 12 6.9 MAX. S5 GABLE TRUSS 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.0 (2) 1 Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 I ° " ° ° II • • • . "II � � � ` II°, ° ° ° •Ilm \ • • lI " " II ° - ° • II " • - • I! • " " °. °II ° ° 11. ` " ° II °• " °• II• °°. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. SrJ L MINIMUM (2)16d PER JOINT \—MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP lW "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 7ui a BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SIDS ^^ ^ 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. oCl cc C7 JACK Y 7\CORNER Q W z rr 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. cs w d 0 1 o I � O 1 o wT m - 0 Cal v o 4 0 w — — — — o o � o o >��' ----z o ---- w NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2} T BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CV 0 CV CV CV M 0 q,���;�yStSB716A r°rr L-E-' vV /t O co P« o _;ccST terry �- J Pn • P Fn • y To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 $ 'MAlllil1-M8 vE O 'No Xk 5 6 � � � LL o _ � - 2 N 1i uJ N a6' U) w a " a Y a Z �LL� 0 m co CN ° da o J W W2 rrn ¢ ¢ Z LL coN o N M Z a a., L0 O V z OU ❑ ❑ ❑ z N M o 0 z z o M Ln z 0 v a--+ 0 ru ° U 0 L o N � Y V. u) U m I .,. *I G iLl m E = L g x U o � c rn ¢ N 40 o w Z M �a o 4 U_ ce E z. oo a� Q E° Z® cu oo O DU o i a¢ w oz o ¢❑ Da - �w B _ o Y U m� o o � Z J 22 o ° Qz �z N on Z go 0<a L,w 3 ¢a �_ o az w< =3 �o C7 v zla a o 3 0 c O > L0 0 E ca C r Q Y Li m U Cfl `_ool W r o N 0) r = rn cV r M o � N z C z E c) �o E U J Q J JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. S5 3 Q 0 CIO to CIO J I l a O 0 I i C, a N N 0 a E F2 E 0 0 J t7 a 0 i V 0 Cl- c 0 O 0 LZ 0 N 0 0 O d cJ N 0 z 0 m v N 1/4" MAX �r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1x4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" TAPCON 16" 1x4 P.T. DOOR JAMB (REFER @ O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCTAPPROVAL FOR CONN. 1x4 1/2"DRYWALL DOOR JAMB (REFER*2" EACH END W/ MIN. TO PRODUCT TO PRODUCTEDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"x 3-1/2" TAPCON @ 16"APPROVAL FOR CO(2) ROWS 3116" x 3-1/2" 1x4 O,C. & 4" FROM EACHFURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. Ss 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK P01 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN"". VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' HOOK (1 ±5^ NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED ' PER NAILING SCHEDULE ALL (5) 12d NAILS 2X6 TO 2X4 SIMPSON H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. S - 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW, F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. / 0or 4'4' MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 6-0" P• D.i_j D' C,_ D D ° — — — — D — — D - =1�111; GRADE M D . z CN �D ° D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2N BOT. PLATE W/ (2)10d @ 6" O.C. #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d STD. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) YP,) FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS ' +211 NOTC F� @ FIRST COURSE ` ` INTO BAND JOIST & (4) 1/4"x2 3/4' TITEN INTO K.O. BLOCK THE :S ' ` 4111111111, FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �,Ss_) SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN CCC AI/1TC 4 MM n%A/ BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA I— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4"= V-0" (**) FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2) 10d NAILS @ 8" O.C. OV�RygN TO TRUSS TOP CHORD + �F + + NOT/y PLYWOOD SHEATHING + BLOCKING AS ++ REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" Ss SFF (ZPPPT n9 amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 w 0 w LL 0 FILL 1st4 COURSES SOLID W/GROUT a a a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN A. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 11-OII 51-0 II INISH F ° . .. I *1 Y '• u ' P 'gyp ° ° o .. #5 BAR x p. 1.0, ° ° CENTERED W/ 6 o ..' ° • ..' 9 K IN TOP o =z:;z=zN; KNOCKOUT/ N ,° °� CHAIR BLOCK II MONO FOOTING SIZE AND REINF. PER PLAN IlkA- AND SECTION DETAILS CLEAN FILL o °• ° DIRT Z °• ° STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL , sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N O N N N M O F_ ° o `C,°''No 8750 �. ' fU ^tiy r E .. STf 0. To the best of ep ��qr; edge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as 0 W a �E o �8 00 �n C p N C,O' C-,0� J 0 C1 7 co vm LL W � N o LL a = J LL LL n. � Z r 0 0 C) �- O W co LL1rn Z M z a � O N O Ln U Z 0 W ❑ ❑ ❑ z N M 'o z S z o J U N M z (D o � w Y U O W oOft N O U LL, E of = w c� o ' m L M m ¢ N tT o w M N o z U_ Q E E° zo ao rry Zo Q� �® <=W� F— f6 x0 ¢< =U U O E L a z ¢o ¢ Ow d Z (Q U) o O m g O z , a �m aW N <� o p Zz 0 5 son Q w aZ m w v 3 ¢0 =k az =� CDw¢ <, �o t� VCO 0I. 0 3 > Lo Cm E L > co _ r '"^ a r1r U O m U C.0 a✓ T o (N r 0) -•� o LO 7 - I Cr rn N T M o CV c z z � O N N C U 0 C C n -1 Q p °j JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)- SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED vw/ (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 vvj G- rvu `W I r nvUV vY LLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ' CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----/--WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN I SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, NTRUSS G.T. -- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES VHIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48 O.C. W/ O 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) c 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO 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 c 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PAN FOR MORE INFO SEE FLOOR PAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM, SCHEDULE/PAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/P ANM OPTION B. CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA� SEE ROOF PAN 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" XX 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 @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. GABL (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 wl (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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 1 112" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—' (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N O N N N M ����4ecaa;<saaaF S ti750 C7 � i � .'4 ,�,,.1 rtlx To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W vEoro r 4 o Q8 M N# O N N O op J _ e C O '��com --ar - emu LL W W co �r Q m 3 J w °- LL a Y m�U_ �y awe O W o 0 _Z -C W O:E W U5 MmQ ¢ 0 T' �0 M Z a K rn p ZN O C) U cn . W ❑❑❑ z N o z ¢ o Q N M to z � � o " {- J c,�. LU O w g N c V cn in (Z � w ,— E = s m U o m Q N T o o w m a� Z a Q E o o as wZ <� Za Q° 1 x� 0¢ 0� ofao.1 o �o 2 . �J L M c j C 0Y m 0 o, Z _ I. y ro Q W �z 2 N C a oa zZ '0 S w� a �w UQo �� � o _ : a �O ,o = > Lo N0_0 °' (M CU T CU L � c cc > �. � N Q L� o C 00 C) O 04 r co o = N r _ T LO E 1-0")o z N E E O o � = a ECU a U Q p JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "" WEATHER ✓E BARRIER & 1ARILY SECURE WEATHER 7 RESISTIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN __11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) EXTERIOR SHEATHING 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME REFER TO TECHNICAL LETTER ON CHEMICAL O WINDOW COMPATIBILITY FASTENER 1) SEALANT AT SELF -ADHERED FLASHING 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' ' MASONRY WINDOW BUCK q 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF 2 WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED SELF -ADHERED FLASHING PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW z FRAME 3) SEALANT WINDOW FRAME T NAILING FLANGE WINDOW BUCK ALL THE WAY 1 AROUND, INCLUDING SILL. DO NOT FLASH OVER BOTTOM NAILING 8 FLANGE 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 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 G in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN SLOPE d ° 4 4 WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING - U \ C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER IVIIIN 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT 4 f� SELF -ADHERED FLASHING OUTSIDE CORNER Q g IL CI III LLJ = w U W Lu Q � LLJ Lu U) o IW 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"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. Y Y P 9 9 q Y SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other suBFLooR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 as felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt RIM JOIST 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 2 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Jii m CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the 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, �o (BEFORE FOLDING, SCORE RE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" ADHESIVE AS SOOWNOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings E shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 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 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. is m 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 cutters. PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A :LF-ADHERED FLASHING rTCH HERED FLASHING 1 2 4 5 4 ° FOUNDATION WEEP SGREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH l . WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N, DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS L� FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTM C1063 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 N 0 N N N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 10 W Q d E O M8 n � Un Yk N � J V � C � -1 � 0 w a N Q �� ZZR N O ojm� � w rl Y I''- a u o Z _ � C°�_ � 0 Lt o N o c O ~ w = O J W W O7 0ILa Q 02 Q Q Z co N M Z d U X LDO U � N Z W ❑ ❑ ❑ z N 0 0 Z oWD ryqS z O Q a 13 N z a o 0to 4-1� (u-1 - W - ° U O u, g N w ru C) 6 (1 W J m 8 (� 0 U ° ®o N o Illy o M w z o Z c6 E o =a j > Q� Ze ❑a w, 0 0 OU o� Q C:)ro N � <z ° wz w� L rp a Y m o OZ Z0 - � U m Q W a'i 3 2 a W p g o 3 LL d �w Nw 3 LD o O =< 6j wo i F o- � Z¢ U� NO > Lo 0�: ON T co 0 L ' Cal J r N CN O C U CD r M Nr V! T-� �_ LO r .L rn N r Er E co ° z P E O coE a .. U .a m Q Q r_ JOB NO: 21-4273 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (t py yGaugoi + V.2g�(T112'it2-the I-r BackCross,Supptxt IMay be stilt to W) See Anchor Schedule Right Bracket (16 Gauge) 6a1t5 112rr MO. A325 Gak {T11p.) d 00 +! # 14 5glf-i7rillinf� Screws A/C Urdt Borturn Edge i Hurricam Strap (TVpic-ak3 in front) Washers Front Cross Support 5elfuckirtq Nets fty be cut to W) Left Bracket (16 Gauge) # 14 SeiFDrAing Screws Thru Brackets & Back Cross Support Into AIC Unit Scittorn Side (Typical- 3 each side for hurricane use) INSTALLATIONl 1 SPIXAC a"alur rial vutrucsiraia art fatuvaLw eith eai.-L;I. j •iulT3onr Aix l3tacle. Florida Department of Business & Professional Regulation Bulldi ng Codes and Standards Product Approval Application Detail Page 19 1 1&2021 Code. Elm or pats pig Date Pentlhttl +jute n'pa Varslon Manufacurar conact Enginser&License Validated air Validated Subrrdited IFSC Auprolai AOOYDYBd Status Aftnnatim 2070 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke B%-den P.E. 12ME72020 12119=20 1228/2020 Approved Caregtary: Strudurei Cpmp0neht3 (an 441-8358 PE-7377& (3341300-1900 SubCategory: Pmduos Inirod-st..e Result a infoQarrlart-todn New: Tpgitnology Compliance Method; Emluefuon Report from a Florida Registered Nchited or a Licensed Florida P,.l` aIanal Engheer ..:.. Fl1LTiffi24r8Pioduets Quality Assurance Approved for Use Apbroved for Use UnpaCt Dgedlm Sao C Product Model. Number or. Name. Product D4sorioflpn Cerdrad Expiration Data In NVHZ Cutwd, NVW R '3 t Pressure 1 SmertVem Motlal #1540-510 Doe! FundWn Flood and Ventilation VeN IM12020 Yes Yes NMI +100F100 2 8 Overt Model 01540.511 Duel Function Flood and Ventilation Vent 12v312020 Yea Yes NJA +100A100 3 .9 rVant Motlal#1540820 Insuleletl Flootl Vent I21312020 Y. Yas NIA +1 OD A 100 4 SnrnrtVant Model#1540-521 Insulated Flood Vent 121312020 Yes Y_NIA .100E 100 5 Sm.rtVant Motlal#164M24 10&9ud; Garage Door Flood Vent 1213l 2020 Yes Yes WA MIA 6 S--vent Motlal#184M70 Wood Wall Insulated Flood Vent I2131"1"0 Ye9 Yes NIA +1001.100 7 SmadVent Model#1540-574 14.5&qud,, Garage Door Flood. Vent 12F312020 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pafk 1 of 1 1114122021 C de Entity i pats me Date Mendno tote Type varsia" Manufacturer Contact Fright &U-nse V.11dadod EY VWldated automated FEIC Approval Agprovatl status Revision 202C Drexel Metals. Iris. Jason Shumate Zaehery R. Priest Locke B--den P.E. 0IV102020 08&1912020 0820/2020 101132020 Approved Category: Rooting (5o2) 303-1511 PE-74021 (334130OL-1800 Subcategory: Metal Roofing Nhumateourexmet.com Complianes Method: Evaluation Report from a Florida Registered ArOtect or n Lken led Florida PW-1Onal Engineer ,. Ptg175f9.Nalfratltecl9' ., . Quality Assurance Aoprovedfor Use Amroyedfor Use- impact Design Sea # Product Model. Number or Name Produet Description' contract EXplratlon Date In HVHZ outslde MHz assistant Pressure 1 Drexel Mdal RoOfmt systems DMC-1WN8; DMC 15055: DMC 17s5, DMC 2005, 12f312025 Yes No NIA +01•ta0 ONC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1172021 code EMIN . Due Date Date Pepolno Date Tv". 1AII Menur.uurer Contact Endnaar & Unainse Valldated W V li- a dated subrrdired F13C Aomoval Aoorowd Sta., R-15lon 2020 Therms-Tru Corporlidw Steve Jasp.mw Lyndon F. Schmidt: P.E. Ryan J, "g, P. E. orr2mcea 07/12(2020 07/292020 1011=D20 Approved Catagcry• Extertw Doors (800) 843-7028 PE-43409 t813) 707-6555 Subcategory: Swinging Exlerirr Doer Ass-1:4- sjasperson�liiermalm,Cp C-T11 rice Mathatl: Evaluation Report from a m Florida ReglsteredArchitect or a 1.1-sed Florida Plofessoned Engineer Ft#2M6&Ril.Pmdpds - - Qllallly Assurance A rorored for Use Approved for Use hfipd a _-_ ellgn Q go _ # Product Model.Number or Name Product Descrldlon Contract Expinglon Dale In VNZ _� Outside KVHE Resistant �� re u LI _dS_S£ 1 a. Thenna-Tru Fiber -Classic and Smwth-Star Nanmal C&A39;6 &qud;lmpact&(uok; Opaque 12131 2021 No Yes Yes WA Composite Edge Foaraless Single Door tlnswinglOutswing'. X configuration) 2 b. 7heimr-Tru Fiber-Clesskand Smooth -Star Norninal6&1P39; 68qud:lmpact&qu.t Opaque 12t312021 No Yes Yes N/A c-1-to Edge 'bow w erates. Single Dith Sddte(s)(InswingADutswinp XO OX or OXC configuration t 3 a. Tharms-Tru Fiber-Cdessk and Smooth -St r Nonnal6&#39'68qudlmpad&quat Opaque 12l'312021 No Yes Yes N/A Canposte Edge Flberglass Double 0-Ith or vvthout 9 delltes (NsMng/Out-mg; XX or OXXO anfiguralonsl 4 d: Therns-Tru Fiber -Classic and Smooth -Star Ncm nal8&#3s 0 &qud,lmpact&qud Opaque 121312021 No Yes Yes N/A Canposito Edge Fiberglass Single Dow (INs Ing/Outsvin g' X conllguraliont 5 e. Thermo-Tru Fiber Casio and Smooth -Star Non'nal 8&#39,D equd;lmpacl&quot Opaque 12/312021 No yes Yes WA Cernposite Edge Filergless Single Door with Si&hte(s) (Insuln0/Outswing: XO. OX or OXO Cabfguratlms) 8 f. Thenne-Tru Flblec4assle and 8-th-Sat N-f..l 88.#35;D 8quell c.d&qud; Opaque 12t312021 No Yes Yes WA Connpoete Edge Fiberglass Double Door with or kathwt Sidelttes d s%1ng/Ou(swing XX or OXXO cmfiguratmsl 7 g. Thermo-Tru Fiber-Classlcand Smooth -Star Nanlnal 68AWi3&qud;lmped&guid; Glazed 12(312021 No yes Yes N/A Canpostte Edpo Fiberglass Single Door (hsu4n Out-k' ' X-li ration' g 9• 9 8 h. Thelma-Tru Fiher•Clessc and Smmtll.Slar Plcminal6&#39'8 &qud'Impad&quok Glazed 12/312021 N. Vas Yes N/A Canposlta Etlge f berglu, S ngle Dow with Scene t al,Q n/Ing/outswing Xo CXw OXO cenfguratona) 0 1. Therms.-7ru Flber-Class a and Smooth -Star Nonnal 6&#39;8 &qudlmpad&qud Glazed 12/312021 No Yes Yes WA C-Poalte Edge Fiberglass Double Door with or '.Stithcut sidates (Ingwhsvouty vh' ; XX or OXXO omfiguratims) Quail&Assurenco Approved lbr Use. .Approved for Use thiloact Deslon udMniliumber or Name Product Dascrlallnn untrad.Exoiraho" Dale outsitffi HVHZ Resistant iataia Pond iV iri584t§ 12 I. Tnerma-Tru F bar Classic and Smooth -Star Nwninal 8$i)39;0 8qudl p d99-t: Glazed. 12T312021 No Yes yes N/A Cdnptit c Edge .Fibergl ss Double Door orb or trtho t Siddites (abswhg/oulsring' XX or OXXO configuratims) Florlda Department of Business & Professional Regulation Pagel rsi Building Codes and Standards us/zoil Product Approval Application Detail 220 - EdIM or 211.11 ,Date Data Pencind Date jags V o1 Manufacturer Contact Engineer `&License Validated By Validated Submlhe0 F5C Approval $gSKovgg Stows R4Mslon 2020 PGT Industries Jens R.-Id Miami -Dade SCCO- CER Miami -Dade SCCO- VAL am 11A912020 1012W2020 1124=0 Approved Category: Exterior Doors (941) A80.0100 (786) 315-2590 Subcategory; Slldeg Waller Door Assembllea Irosowsklup9iindualdes.c Compliance Nampo: o"Illn ab. Mark or Listlhg L't�1di33 om ` j; Products Quality AssUrapno Approved for Use ggpravad for Use Impact Design Sank Product F-9mfel. Nwrtarw Name Product Desodicticn Corrtrazt Expiration Data ab NVHZ OWSItl. HVHZ Rasi�i Pressure 9 SG(}5570lLargo Missile impact) V,,Askluig.GIs. Dow 09142021 Yes Yes Yes NIA February 12, 2021 P FRO[ oil APPROVAL SP"EC F CAT SHEEP (01) As required by Florida Statute 553.842 and Florida Administrative Code 913-721 please provide the in carnation and approval numbers on the building components listed below if the will be utilized on the construction inject for which you are applying for a y p ! �` i Categ(or iSubeategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Gate 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Sm th-Star(NON-IMPACT) FL204 1.1 +67.0/-67. psf 12/31/2021 ThermaTru Fiber -Classic andSmooth-Star IMPACT FL204 +67.-57#0 psf 12/3112021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0I4,0.0 psf 12/3112024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (SX7) FL8248s3 +31a01-35s0 12131/2023 Wayne -Dalton Series 800018100/8200 #1123 (18X7) FL8248.10 +30.01-33.5 12/31/2023 Don METAL LOUVERED DRS Curries Division of AADG1 Inc 507p707F727T7471and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-+60.0 psf 101812023 PGT Series 5500 FL239.2 NIA 7130/2025 B. HORIZONTAL SLIDER Nil Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1812024 C. FIXED MI Windows and Doors S eries 185 FL15349.1 +60.01-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4130/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12131/2024 PGT Series 5500 FL281.1 NIA 5/26/2026 E. OTHER 3e PANEL WALL ,James Hardie Building Prod. i i Siding_ and HardiePlank La, Siding Camp ink Lap p i rig FL13. 92.1 - FL13192.2 1 A. SIDING NIA 2 3 12131/ 02 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0I-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS k ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/1812022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents 1=L18918.1-1=L16918.4 N/A 91912025 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 LomancoT Inc DA-4 Exahust Vent FL17202.1 +97.5I-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849..27 - FL7849.28 NIA, 12/31/2025 Boral Tile Saxony 900 FL7849.18 - FL7849.20 NIA 12/31/2026 F. METAL ROOF Drexel Metals, Inc. DMC 100NSf DMC 150SST DMC 175SP DMC 200S, DMC 5V FL17679.1 +0I-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Gaivenized Steel Storm Panels FL1 78.1 - FL15075.2 NIA 12/3112021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/3112021 5. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Cann. see chart ANCHORS Simpson Strong -Tie see chart B. TI�l1S PLATES lT'�f Building Components Alpine Truss Plates FL1999,1 - FL1999.4 N/A 1213112024 MiTek Industries, inc. Truss Plates FL2197.1 - FL2197.5 NIA 81130/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr PSL, LSL FL5527.1 - FL5527.5 NIA 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 la review. understand that at the time of inspection of these products, the following information must be The products listed below noel not demonstrate product approval at plan I p p 9 available to the inspector on the jobsite, 1) copy of the product approval, 2 r coo T oe Ve..Ign M-f-tuner R®Vision 2020 Therrra-*Tru Corporation Category. FA d Co.. SubC.sg rySWI.gIng Exterior D-rAs-ohas Campliartc Method: EV¢luatlon Repod tom a Florida Registered Architect or a Llcrosed Floods Professional Engineer Florida Department of Business && Professional Regulation Page of Building Codes and Standards 117=21 Product Approval Application Detail Emily or Date Date Date Pending Celts contact Endneer&License Validated ar sSubmL FtIQ:Aotudy l Aop 0- status stave Jesperson Lyndon F. Schmmt;.P, E. Ryan J. King; P.E. 0723t2020 D7t122020 070/2= IOMY 020 Approved f8001643.7628. PE-43409 (613)767-SS55 s) espersonCthermabu.co m OualNV Assuraes ApwovedforUse Approved for Use Impact Deslon Soo If Number Modal Number or Name Product Description Contract EX karlot Data h1 H)%Z wl;1de HVNZ ell nt Prue igg 1 a Thelma-Tru Fiber -Classic and Smooth -Star Nominal 66439.8&gudimpad&quot: Opaque 12/31f2021 Yes Yes Yes NIA Cdllposee Edge Fiberglass Single. Door (InswinglCuIIswing, X Lmfiguretlon) 2. b. Trio-a-Tru FiberCl... ic end Smooth -$ter Nc16nel8342S'&qu.Jnrpact&qu kOpaque 121312021 Yes Yes Yes WA. CgnposHa Edge Fiberglass Single Deorrdlth adelite(s) OnswingOutswing` X0. OX or OXO configurations, 3 c. Therme-Tru Fiber -Classic and Smooth -Star Nominal 68939.*8&quat'hro.u&quoit; Opaque 12P31P2M1 Yes Yes Yes WA Composite Edge Fiberglass Double Doorxith or wbh out Fidel it- fl-I cWOut-ing: XX or OXXO cmfiguratlonab 4 d.Themia-Tru Rber-Classlo and Smooth -Star Nargnel 8&#30;0&gad`Imped&.quct;. Opequo 12/312021 Yes Yes Yes NIA Composite Edge Flhorgla-Single Door llnaviingoutswing X-configuration) 5. e. Thelrna-Tru Abcr-Olossic and Smooth -Star N-1-18039;0 &goot;Impactaquoy Opaque 12612021 Yes Yes Yss NIA Ccmpos4aEdge Fiberglass Singia Door with Sltlallta(si(In Ing/0ulawingl XO, OX or OXO amfgu ti.rsl. s f Therms-Tru Fiber -Classic and Smooth Star Ncmlnal 88439,08qud;lmpad&quot Opaque lmi2021 Yes Yes Yes NIA Cu:mposlm Edge Fiberglass Double Door Withor wthaut Caddits. tin-g/Culsvdng; XX or OXXO configurations) 7 g. Thentia-Tru Fiber -Classic and Smooth -Star NerNnal 68439.8d M:IrYaecl&quot Glazed IM12021 Yes Yes Yes NIA Corporate Edge Fiberglass Snpe Door - (Inaing1OutsAmg:X ccnllguratlon) 8 h. Therma-Tru FibeirClessk and SmeothSYar Nernrne16&#39:4 squd;lrirpact&quot: Glazed 12r312021 Yes Yes Yes WA Cordoosite Edge Fiberglass Singia Doomth Smallats)(1 e411,9/0ut wing XD OX or CXO confguratanal B ITheiltia-Tru Fiber-Clasalc and Smooth -Star Nwnin.l 6$#398&quot lrryaq !&quot Glued 12r312021 Yes 'Yes Yes N/A Co".1sta Edge Rherglasa Doubt. Dom Yaith cr xthoutaF.M.' (Insi-wo-tswing; XX or Oxxo cmfgu .lions) 16 J,Thelma-Tru Fiber-Clessle and Snwdh-Star NbMne18"3 &q.&;h"d&quot Glazed 121312021 Yes Yes Yes N/A Cerro.sIte EdgeFiberglass Single Door (InstirinptDuts.Ing: X.een6gurellon) 11 k. Thermo-7ru Fiber -Classic and Smooth -Star Nominal 88#39.0 ". ct;lmpattB.Wot Oland 12/3121121 Yes Yes Yes MIA Composite Edge Flberghass Single Doorwth Sidelile(s) llnaidnsiOutewing; XO. OX or OXO coafgurallonsl 12 IThertrta-Tru Fiber -Classic and Smooth -Star No -final 844390&g0atlmpacl&(luoit Glazed IM12921 Yes ;Yes Yes N/A Canposte Edge Fiberglass Double Door with or Without Udelkas lid A•InglOut,.winp; XX.r OXXO cenfguratians) 13 M. Thelma-Tru Fib-Classlcand Smooln£Tar Mennnal 8&#3q;8'&qud.lnlpad&quot.Opaque 12i3V2021 Yes Yes Yes N/A Composite Edge Fiberglass Single Comwth &quot;N-Innpsd&qud; Sldelteisi (nseing70ulawirug; XO, OX or OXO c W i1guradone) 14 n. Thermo-Tru Fib-Clasao and Smooth -Star Hammel 6&#39;8"d;b,%ped&quot Opaque 12nincz1 Yes Yes Yes N/A Corrpogto Edge Fiborglass Double Dowwth 8quot:Ncn Iropacr&quota Sidelkes (Ins+MWOutsNAng; OXXO:configurauou) 15 o.Therms-Tru Fiber-Cleasle and smooth -Star Nominal 84439,0&guM3Mpacl4'quot Opaque 12v312021 Yes Yes Yes WA Composite Edge Flterglass Single Door•cgh &qud;Npn-Impact&qud: Sidelke(s) (Ins4lnglOulsroing; XO, OX or OXO configurations) 16 p. Thanna-Tru fib-ClalvcardiSmooth-Star Haninat 8&#39;0$Wd;1mp.d&guid; Opaque 12r31=1 Yes Y. Yes N/A Canpostis. Edge Fiberglass Double 12-1th &qud;Nan-Impad&quol; Sldaltes Onaln WOul-ins: OXXO: toarlguratlont 17 q, Themra-Tru Fiber -Classic and Smooth -Sher NaTural 6&#39;8&qual;Non-Impad&quo;Opaque 12312021 Yes Yes No WA Conpobte Edge Fiberglass single Door (Inseing/0utsriing'.Xsonfiguradon) 18 r. Thelma-Tru Fibar-Claasicend Smooth -Star Nominal 12/312021 Yes Ycs No N/A. Composite Edge Fiberglass Single pawwth Siddite()s Ins�el i0tttswin XO O Xw OXO ( rig g .O configurations) 15 s..Thermo-Tru Fiber-Gassic and Smooth -Stec M ninal B&#3e8:&gUor:Non-Impae[&gUot;OpagYe 12f312021 Yes Yes No. WA. Co;nposite Edge: Fiberglass Double Doo-vith-or With out Soelites (lraWing/Oulvdrg: XX or OXXO ccnfiguratmns) - 20 1. Therme•Tru Fiber-O.sslc and Sniooth-6tar NarNnel 8&#39;0&qud;Na1-Inpact&qud;Opaque Imin 21 Yes Yes No WA Conpoatte.Edge Fiberglass Single Door (Inaving/Otit mirq:Xc 119umti-1 21 u. Therma•Tru Filb-Classle and Smooth -Star htaminal 8&#39;0&qud Nat- Impaet&qud;Opaque 12/312021 Yes Yes No WA Composite Edge Flo erglass Singe Door with albel1,jW pnsv41n;yO,2aWrg; XO. OX or ONO cCnfigurtumns) 22 vTherma-Tru Fgier,Clasdt and Smooth -Star Nd»ihal 8$113g;0&qurn;Non-Impact&quct; Opaque 121J12021 Yes Yes No NIA. Ccn- got he Edge Fiberglass Double DoB'wfh or with out Sftlegtes dnsy4nWCu1swing; XX Or OXXO cm9gurattons1 23 w.Therm.-Tru Poet-Classie and Smmth-Star NorTmal 6$939;8&quot:14on-Impact&quo: Glszed i21312021 Yes Y. No NIA Conposite Edge Fiberglass Single Door f tlssiing7Otitswlpg; X dontgulatlon) 24 x. Therma-Tru Fiber -Classic and SmoothStar Nwrvnel es#39;8 &ggd;Nomlmpact&qu,d; Gbezed i?I312021 Yes Yes No MIA Cgrnposita Edge Flborgiass Single. Dow an Sido ts).jlrNwlrrgquswing; XO. OX or OXO calftgurati-1 25 Y. Therma-Tm Fiber-Classloand 9rnooth-Star Ng"trus 68#39ie&quot.Ngn-Impact&qua: Glazed 12+312021 Yes Yes No NIA Compdstt, Edge Flbergicss Double Dom w th or ndth-t Sldeltes (Inswing)Aut-11a; XX or OXXO contiguradone) 26 z. Therm -Trig Fiber -Classic and smooth -Sias Naninal 884136:0BquM;Non-imp1ct&qua, Glazed 12/312021 Yes Yes No NIA Conpodts Edge Rb.n;laas Single Door (Inswingloutswing; Xconligurstiop) 27 1a Themia-Tru Fiber-Gasslcand Smooth -Star Naninal 8&#39o"M:N01-impa0t&qud;Glazed IM12021 Yes Yes No WA Composite Edge Fiberglass Single Door with 51deltels) glns'xingroutsuing; XO, DX w Oxo onfigurabons] 28 zb. Tharma-Tru Fiber -Classic and&,.dffStar Nollina1.8&#3""c1;fd hrpsot&qucr:Glszed IMI2021 Yes Yes No. MIA Congo Its Edge Mhargless Double Dow whh or With out S lei tes (lnswingAhi Wrig: XX w OXXO ..figurations). Florida Department of Business & Professional Regulation Page i of 2 Building Codes and Standards 1f52021 Product Approval Application Detail Entlbr or 9A42 t .Dots Pandim Data T) Veroion Manufacturer CoMad Enbinaer&Do- Validated By Validated Submitted Pat Anoroval Aoorored • a111 RmAtion 2020 rnernia-Ynucorpalalln stave JaW.- Lyndon F. Schmidt. P.E. Ryan J. King•P. E. 10/1312020 07112i2020 07,3012020 101132D20 Approved Category: Exterior Dporo (600) 843-7628. PE-434D9 (813) 767-6555 SubCategory Spriw nging F."Hor DoAssemb8es Slaspef"OthernretrU.Cc Cediplfanos 1111.1 tl: Ev uatlm Report tom a m Florida Registered Architect or a Licensed Florida Professional Engineer Products - ltjtt}�.R'.5 QualitvAssurance -1-dfor Usa ovad for has A neon 9 trace,. PPa ton asp.# Protludt Model Number or Noma Product 09 crlotidn Cantreat E Irdton.Date In HVNZ W,10e HVHZ assist- Pressure. 1 a Themfa-TYU Fiher-Classic'and 6mobth-SYar Nominai68-ilequd:Ncn-Impac(&qua: Opaque 12i31![02I No Yes No NIA Composite Edge Fiberglass Single Dow (insaing/Outsn4ng; X configuration) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 1&2021 _ r-d. _ .. EntllV or Dal. Date Dale Pendng Dot- lim Verdun Manufacturer CpTdaa Enoinaer& License Validated Da varlaataa %omitted FRC Aoomval A- Staus. Redsron 2026 MI Wild- aad Doors Erent atingeP Luis Roberto Lomas Steven M. Wich, PE 10108/2020 fOfO612020 1011912020 42 5)2020 Approved Category Extedw Doors (717) 365-33M PE-62514 (7171317-8454 SubCateg.ryt sno1n9 Exterior Dow Assolutes bsltlingotQ., o-Cora Compliance Method: Evaluation ROW iroili a Flodda Registered Architect ere Licensed Florida. Proressianal Englnw, rodnlex.' Ou IWAauranee A-,-dforUse Awrovad for Usa locrow casks, S-0 Product Model. Number or Name Product D".111115on Ccntreot Echindt- Data in HVNZ Out." HVHZ asR istald Pressun 1 SERIES 420ALUMINUM SGD SERIES 42CALUMINUM SOD OXO 12im2024 No Yes No N!A W4 3/4&quotx8o&quot: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES e20 ALUMINUM SOD OX XO, XX 171312024 No Yes No WA 98&qud;x8[Lkquot NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINU MSGD REINFORCED OXO 12/3f2GZ4 No Yes No N/A 14' 3148quotxW&qud: 4 SERIES 420 ALUMINUM $OD REINFOR= SERIES 420ALUMINUM SGD REINFORCED OX, IM112624 No Yes No. NIA XO )a 96equgtx96&qud; 5 SERIES 420ALUMINUM SGD REJNFORGED 6ERIES120ALUMINUMSGD REINFORCEDXXX 12+3t2024 No Yes No N/A t438qudt;x968quol; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 IM421 QM Entity or .. - Dart- We Data Pendrm ME Wee Wri;10n Manufacturer Contact EsspMeerB License Validated By Validated Svftftd fBCAopNval x'eve Status Rev)Sion 2020 Wayne -Dalton, a division dO-ho.ol Door Owayne Komish John E.Scates Jaffrey P. Arneson, PE. 101122020 D912912020 102312020 12/18/2020 Approved Corporation (W)763-8121 PE-61737 (904) 821-5200 c.tag.y: Ekerlor Doors dkomishijlwayne-daltdh SubCaleg ry'Secbm®I Exte b D rA-11clies Compliance Merhed: 2v.lu.tlm Reportfrom a Flonds RegiatersdArohirect or a Licensed Fiorids Professional Engineer . P1024"" RANOtl GuatIN As- AooraYad for Use Aoorovad for Use knoad Dalian 411 d Protlud Model. Numbef or Name Product Descllotlon CattraO Expiration Date In HYNX Outside HVHZ Res ant PRKsure 3 8000781001620041105 WVS: Moo width. l4&#3g; Max height. Glazing 12131=3 No Yes Yes +31.00135.00 wailable In top orintoanodiato section.. 10 8000181001@200 W1123 1eans9 Max width. 14$N39; Mg. might Giasing- 121312on No Yes Y. +30.0003.50 avallab a In top or Intglmodl'ate section +-a Cll C_ N O U (D CDL O a) Q CU O O Q 0 C CU C CU O O CIO LL O > .'�^^ VJ E O O Q .= C0 E Z Z W J Cn a) E -4--m CD CD Z CIO co O O ^L rC �E U O W L) r V m =3 Q O L co CW C �n, W z J z Q ,J SHEET N0, PA 1.0. I a _S TtL9 etslpry v- Manufacturer Revision 2020 Curnes'Divislot ol'AADG. Inc, Catg e ory: - ExtorterDoors ausgatlegri Extonor Ow Components carnation" Methoit, Cerbfcadlm Ma is or Llsling e al Lfpt15 } 1iB+Pipt , sen..A Product Maaal. Numbaror.Name 1 507, 707, 727, 747 757; 77T, and 847 Single and Palm :oi Doors Ste T- Veriipn Manufa um R'eNsan 2020 M1 Whidams and Doors Category: Wmdaws' SubCatogaryl: Faxed. Campliance Meu,od: Corbficetion Mark or Listing ELFolt ''fS tkodeets $004 Product Model, Number or Name 1 185 PW Florida DGWitmentof Business & Professional Regulation. Building Codes and Standards Product Approval Application Detail Sg Endiha-&Line-,' Landarad.W Va--- :Anorov uaatee tag-i�sfFBC Tom Ratty L LLC r a P E: 20 1' 1 -.-y U, Toy BfSit. P.. 12h0.2 2p 2+9. f3p2n i G41)484-2813 7954)s47-088(7 II-1.ltayprasseabloy:ca -"- .., - QuaR[v Assuranao urovedfor Use Approved for Used Ap A Product DescriatWn :Cpnlreat Expiration Hate. in HVHZ Dutsarla.HUN2: Flush, Glazed and Lo.vareg sinhand pairs'of 12,2112025 Yes tea hell- metai doors Marnle Deppertimentvt Business A.Professional Regulation Building Codes and Standards ProductApprovat Application Detain ffmNEYMNEavauffalmenom . .En IE tty or Data Date. Qpmdpl. Engineer& Lroidsa Validated v q 5 b14ad Brent Sitlinger Amer- Althltandural Steven M. Urich, PE 12212020 1 W212020 I T17)3613300. Manufacturers Association (717)317-8454 bsltl'n .lonno•tlkotrt _ Prdtluct Descriwon 73 x,72 Insulated Mean Page 1 of 1 1 512031 Rp.M„ sit In'.. version Manufacturer: ' 'ea `: -�. tp Mdntl: Ra. wn - 20va 20 M N±n rA. s oor& D 122t12020 Approved "Pant Da , srstant. :P.Mri. Yas NVA Page 1 d 2 t far= Date- royaa status 112&2020. Appra✓ed. ,O"I y Asaurame, 'Apmovoci Us,. Anrcny�se Impg<yi �(gn, ,Contrast Explt4tlon bate -Outside HVHz a R. sl a Pressure In MUFIZ Ju PL€>�gi 04183t2022: No Yes -0 .. No +@01.0 Category: WihO,++; S.bacti Onf Single Hung. ComPl simmillethod: Certilcation Mark or Listing Be,!Product Model. Name.ca, flame 2 485 SH TV Pe: Verson Manufmbarer Anmriatioh 2020 PGThrd.a1,1sf'� Category: VVnddsa5 S.hCa.Usary, ftod Compllana. Minh d� Cerhneak Mark e, l sit rig P' 43 23 R .Praaiasa , 'S€9 @.- :Product Model: Number -Name :$: P3N S520 flange Missile lmpaCE) Florida Department of Business A Professional Regulation Bulking Codes and Standards Product Approval Application Detail Flags 1 of2: iwY osl fi,rtY-4 - 9e Date Pendro two CanL t Eldna6cens Yndaa&r V tl,(ad Submitted FSC:Anoa Ao v t^ Spa;lus. Brent SilN American Stev;v1.M Urch, PE 11117= 20 11 i1I12020 1112712020 Approved 1717 365-330U Manulaeheers AsumUltiorr 7,7)317-8454 bsidingerfQmiii✓a -i Quality Assu Approved feUs, Amirlovari far trsP lill8sn&t 00sS9rd.. Rdduct Cesorili -omrast:awiratlon C bate. HVHZ 11_ -Ouraltle HVHZ Rod t ni giPressure 52.x72 FlivFlan➢e Frame-lW,$G Single- Hung 1V682023 No Yes. Re. 40-60: Laminated&lase . j-os,0(tQpgiindustns a a om Prmlli Desor mion: Vinyl Fixec wndcw Page 1 Ff 1 twozi it Yod 3t-tuts 11MV2020 Approved sunset Rasfatank Yes Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pawl ol"i hapu 2i Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft Ir12011 ... �. 110 r. & a Cate Penang ... Pats Code - Etlntvor pats Vigo.Peadinsi !ems Y Manufacturer T� 1�' Version rot C.,, &n9hleoC&LlCense. Validated 6J:. -yj?S➢Si - Vail` FLiC Apprd✓EI _StPgg '� J- A�r17L4Y� Ft:-: �4� T' V ° anufacturar �CP.B .�4a IM 'C" noin-& Livens, V th ' d .__at2El E atlata By Yal.4�@!3. S 'ri - FBGAooMval rasa EiP.gL_ at"s: �. ...: GT d fli i P In usfNea A rnraf,oq. 2p2q .. J.- .. ....- :-,:. . . -... ens:.RnsaesN :Miami Oede t3GCO CER Miami DadeeCCo VAL 11IJ$I3,Q30 11 V5t2g29 i1/1 i12020 Approved Reivison :2020 MI WndW! and Door. s Q Br t:Sitli'or AmenQanArph kectu:l Steven Uncn E on. rig ra nM... ,P 10+osi2o t 2u 2d 010820. t 10/9/3020 APPrrneetl Categanr:ua5hdaly5. (941)486-010D: (7a6)315-259g: Catogdly:'VindoWB': I717)385-3300- Manufacturers Associeti:on I717)31T-8454 - aubGatagary Singj, Hung jTWltV3RIQosunoU9Ulo%G - SubCatagary: Haizontel Slider NsMlnger0m1ed.pom Co' Irani Mefhad-CxrlifrcauoaMerk or titi'n mp g on, Ian eMoa,pd: Clarification Ma k'' Comp l c Car fin dC or Listing L-i6738dk28Hrotl'ucts"; ,_ ,.,:s - . , ,Yr ,, .. .. .. .: ,,,.} ` _ ! ,,; , ,,' , ., ,. "r� ,. :.:''., �: ,, ,;, ;. ;= - - PLih53rS3=k6-P odii65;, .. .,, . ,. , , .� .,, .. .: .,, � ., .. , - . . 9-Iity Assu rants Aoargvid fare i Aoor,yidfurlisa t ad mo. Cis n Guiality Assurance Apign-alforU e ,>,.. APPfOYPQ�or USe Im act E91 n: $so A: Product Model Numberr or-Narrar Product D-lotion. Contract ExnlratlonDate In HVHZ. O.Wol, HVHZ assistant Pleasurre alms: WaduotMoaef. Number or dame: Pradmt.Donriotiom Contract EKoiration pate 1, outside HVHZ -Resistant :Pr_ssur. 2 eN5500 rta�ge Us it. lmpadj. Vinyl Dingle Hung wndairl o7Y3oi2o25:. yes Yes yes NtA i HIS I Fire and Flange Frame. 73.02. Insulated Glees 02f16t2024.. No Yes No +35/-55 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail P.9.1 at I IN2021 aMa Ettidv'ar 321.1 112t. :Darn Pandina 0*0 Tjjpg Version- Alanufacturet urriae4 Bonin ... &Lictanse Validated By Vationted Submitted PBGAoororel Anorovea warns Revision :2 Ml Wnd-.nd Dears s n A24 Brent StI er Lu is Atdmas, PE ne.. Steven Urieh E M ,P 10/0. l202q 1:106.020 -1aH 92020 fi 4. +2 ,.. - 12+13f2020 rove App , tl .. Category: Waldorvs' (717} 365-3300- PEt62514 (717):317-8454• _ Subcategory: rairms bsltlingerQmhad .h, COMPltanee Mattock Evaluation Report thorn a( " Fioride Registered Architect- Licensed Florida Profsssm,el Engineer' ++ ad* Quzpty Assurance. Avon ovadrm-Use Approved for Ue9 1moct casing lae. D nn: 968 A:, Protluct Mortal. Nunn her nr NmMo: Frntluct De§ctigtiaH' Cantrecf Eiruiratipn Rafe, In HVHZ'. OVEsitla FfVH2, ll'.Natwot pYessurs 2_ 5764 Ver iep Aluminum Mullion 1W112024 No, Yes Yes: N/A Florida Department of Buslnesa & Professional Regulation Bui Idi rig Codes and'Starida rds Product Approval Application Detail Page 1 as i/d1zo27 Code Entity: m- Dad. Dte Cato Pancrna g.tg 1i Wring" Manufacturer contact En lli &License= Validated Byyall"hill Submitted F90 Aimmeal AlaProvisd St us AffkmaFica2D20 P Tindustele5 Jens RP.o-.yiskf W_att--Dade BCCD-CER MnikO dei 6CGC- VAL 11175{2020 1i,0512020 1111 i72020 Approved Category-tiMndoxis (941) 466-0100 (786) 315-25M Subcategory' Mail- 1r--akQpgtindusmQsc Cortgrlisnas Mathod: CeruAuoton Mark or, L.rsting om iLikz&1 `RtRdduc'Ys:`: .. z ' '. , Gualdv Rssurance Aamoyed for Us, Aooravad for Use t costran P9atau s ou -e •, Produot Model. Number or Name Product Description Contract Dusirat-Dane. in 1Z _Litre._ Outside HVHZ assist i �S pro... 1 Mdlrmll fdr All Doors andWhad0le;; Aluminum NUtiogsG5I282028' Yes Yes Yes 'N'A Code Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprovai Application Detail. .. _o angry or t �. peg cafe Pending RL NEMESES Date L� Page l of I 115 021 Cod' - � Florida Department of Business & Professional Regulation Building Codes and Standards ProductApprovat Application. Detail r 'amity or D - t ate Pending � F�,g p Date -Page l d1 irat2021 Code _gQ, Florida Department of Business u Professional Regulation Building Codes and Standards: Product Approval Application Detail o .... .. EutIM r a Cgt D�a ,g M ePenrAnn Dole Date Pace 1 of 2 inifm2i Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of Iitt2o2i - Cggg, .Entity ar mate Dal.. gate Pending ,Dater my _. S_amsL,.Marufacturar, CarWi-, Enprnesr& gcValidated 89 Valid* _Suaml ad : Far Amya A- " ad status T� Wine- Manacre ,"gpigs$; Enoinaer84.10ane VaUnW,d: a sr lLy§t�Sumtted FBC:Adal Aaroved Status Tvv pda Vrami. flanrsfuY Cant..6 ainear41,L-tenseValraatarlev. Vanclared. SuhmittaA fed Aodravat Avoroved Satus; Tvoe Version taanutacturar Coirtad Enoinoer&License Validated a. VaRtlatod surmitted FBC:Aoorovat Aturt,rusild Starvs. Benison 2020 a e . Handle hg s; l c: J m sNa NBU MI PrOdeGi n 1.... g Chad Di-.. V' nd e: T ,John Southard, are, E. ha DI kS.. .A r W an .oho oath d. P.. .. :.1 1 0.N a 27 2/i 41202fJ 5! 0 0. ttti-021 Brz, " ... ten FBC n 9. APP A.roi , Q .... Re wn 2 20. AISIde': Nick Thom -sqi Lyndon 3ltimrdt. P.E.P:E. R J. Wn,P,E: p -. yn Van -g, 102812029. 10rz8t2.o2o: 1 N2/202 G _ _ ..... 171157292rY "- once APpt:.,. .. Revision 2020 fgAF .. a .. :Michael Sheri-RoborF Nlominen John Knezevien . PE Q912E2020 : 62t72020 i7 101f122020 17152020 1 rev` etl .. R sign 20 0 AMK".Bulidl Products-"C aN $ T r'1 rigLL. Karl Edell RopenNlemlhNn John W.Ifnezei4ch;PE 10t042020 ,9h912020 10112202p '12515r2C20 'vaed Catogor}: PanElvgarla:': 09..::..-8.. 9.. E. 1862 I S 3 26. - IS 15a5 35 P 8 3.2)..8725. Category: Pi(neI WEIIs:. 3 0 =.: .4- r 7.:... f 31922238g PE 3409 513) 8T 6355 CatogoN, Rapertg 0. IB. o}76G-341i PE•59155 t554J 772-5224- CaSegu)iy: RooPotg: f4171 fi24.6844 PE5Bi6G (954).772-6224 SubCategaly: Siding chad:dlerdks@jameahardl Subcategory: Sotfra mhompsonQErsida:oan subCata➢ory: Asphak Shingles-: mstlahagafpom aubcasgory: Underloments` kerd adetatemko.com Compliance Method: Evaluation Report from a :eoom Compiler" Nichod, EY9lustloi Repot Noma Compliance Method: Evarualrgl R:apodfrom-e. Cpmptranoe Method: Evaluation Report tom -a Florida:Regiaterad Ardtltam cr o U-sed Florida Floods Regl#ored Arahltoct era LicensedForid. Flo ids RepratarodRrclutect orb 1-densed Flodda Florida Reg tared Architect are Limansed Florida Profassianel Engineer Prafass'erral Engineer Prafasaf-1 Engineer - Professional Engineer - _.. LN't z:Ra ats , . ,. -. , ,..',. „ ., -� , „ .. -. .,: , , ,. , .1Sal'6 3 Pcodarda "",'; .• ._`" "` ` `,;. ' ' -.. Sr R38'P?ti... P 2d2S.Rg " , Uda. ' --Quality Assurance Apnrovedtol Use' Approved for Use Impadi Pp.�gl1 Quality Assurance Approved for Uee Approved for Use ImpaO Design "ji Assurance Acoroved for Use Approied toruso ct Design ':Quality Ass'urande Approvedfor Us Approve Tor use a m LPAaE Design a $'. : C9# produciMotle4 Number Nomo. Product Descrlpfton' Cdnlra0t Fx,katlantia[e- n: HVHZ j H ,_ Outside HVHZ Istan Resistant Pressure SQA 1k Product Motel. Numberer Name Product pasGd tlon Cantraot:ExplmtMn care R ,. n HVHZ Outsttle NVHZ J_� sl Diu Re sit P sun Pressure S ' # PrdAuaMatlel, NumberaY Namo - e� Product Cescrlorlan Coru1'aal Etiplraf{on. Dafo Pr HVHZ ,�_. 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TAMKO Roof Undarlayments lNON44VHZ) Roofundedayments for use In FBC: h.-HVHZ iwat1021 No'. ,Yes h!)A NIA Jnlsdfctaas Florida Department of Business & Professional Regulation Psgelprl, Florida Department of Business .& Professional Regulation Page 1.`1 Building Codes and Standards. I52121 Building Codes and Standards 102rr21 Product Approval Application Detail Product Approval' Application Detail Entity ar Pang Date Date Pending i Code . - Brain, cr r aWe C_le Date Pandrna 299 . -71@ YYetan Mamaacturar 5303r-glnbinr.&LcnValdated By Validated 5-.hLitt FBCA-mo,l 922-ved Staus xoversion Manufactur contact Enalnear&LicenseVlidatedBy V -d�ub _ FacApproval EaILr4_v$ StaWs. .: .:.., Re fan 2p2I.Y.m Inc. d a'mom Son Archi[actural ns. 0 L, Thompson, n b p ,i .. Ton. ehnatman ac - R. Priest stavan M. trhUl PE -y. 2.. h.. .. r ,.. 0�1171202➢ p9116f202C 020 i2f1512020 roves og22t? Asp.. ,.... code at 't p RawswIT 2020 FI M W ifiaduds n - Clark Jones d m L. auckar:Pf: atevo., M. 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I d 1 Building Codes and Standards 1,712pz1 Building Codes and Standards 10=2+' Building Codes and Standards 1+744a Product Approval Application Detail Product Approval Application Detail Product Approval ApplicatRn Detail end. Body or., - Date Date Rate Parrott o p� Code - EruRv or .pairs ne e,. Data pandlrst poke: - ... wig EnrtN or ,orn. Q.t. Data Pandino 0141 -` a 'i'sfoh '�_ Manufacturer CairacC Eimineer'&Licence Valldatetl'9i V ,. d -�Ilttdt� ueg FEGAppievai Apb a Approved Sf t s s»- errun Manufacture I7t2s �� Cma Enanear&Liacnse: Validated 6y r�Gd "Bata it FRC A-val �.$ Sub�tetl Aaaravaa `t tatus ion Ira '.s Manufacturer gRt7la4[ Eladbrear&License Vallda[atl ay. ... Validated submitted Yal�la fta ' -: FBC Approval Approve � ale ._..ttA Revtsrtln ' : 020 2 obi Protection Products, LC; Global Floret on Pr d ,L T Robinson W :.1M Jr .:E. Joh W, ah E im eltarA Ti P n-1(nazaVi. , P 9N 0 9N 72020 n 6r2 za D$ i0 1 0 0:: m a z 2r 512. 1 t asp w Approved App R slti.' 202' II to GIA. EYI n 0 A Amoneaa Shutters and @. of MI Border! Frank Bernardo . L Tr Bishop. R : Tray We N. F PE ah E P 0 0 01512020 1 05 020. 1u2ti1ai 2 1 1 1 2 1 202 2115 0 Fovea Rpp.. Re Sion M 2020 A ins iR. Stuart L-la Evaluation Se 'c LLC William M Ranieri;P i 1CC. a r+n e i m E .. 14y31 024 10" 212629 rz 2 1i 5120 ro 20 02 i1 3 g i95/ ABpr eyed Catagpry: Strudels (959)68&rb-05: PE'44167 (6b4)772-ii2Z+ .. .. category: ShUSers t561i 712-988$ PE-004e549 (D54r 9476880 Catagary: Structural Ccirlponants. '(321}710-3377 .(407)-8811917 8ubGalegpry: Storm Panels limapbhlsona$glopem.sonn - suogatogoiy:':Storm Paaa{s m ksboilallemencanamnis, SudCatagary. Truss Plates. saaa 1,4; sa u-it0+.com - Campll-Aftlothod- Evalueldn Repartirom'a CMPIIanle.Nrhad: EValualron Repostome ra:Corri Cdrtiplaanca Method: Evsrualicn R;epodfroma.: Fnodda e9isterCdArchltectora Gdensed land.a Florida Ra eteredArchitectors Udansed Flori_da ProdEvaluatioEntity Professlmil Engptoor .. 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Plate. 127 lagZ4 Yes Yes NIA NIA 2 24 Gage Galvanized' Steer Storm •P... ,XHVHZ Carl. geted.Galvenlzed Sleet- Storm Paneisrsel-d 12/312021 IJo: Yes Yes 1NIA 4' ITW-BCGfAtPige W... :M,nel Cmargdor:Plata IV312024 Yes Yes WA N/A nor not by tracks to providehunleane protection. .. Florida Department of Business &.Professional Regulation Building Codes and Standards Product Approval Application Detail Page I''of1 tn12671 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget oft 1rl=1 Gig antity Darm 291$ Dare Pending Oa a C-40 Entity 0 fit? le Date Peod rnti Elate TVpa.; Versmn .Manufacturer:. contact, -Enemas, .& License :Valdated EW valuated ....submitted FBC AoumvM Approvad Status T"c" Version Whufacurer 'caring r. Enainear&License Validated Ev Wildztid Submitted :FBC Approval. Aoorovad sfztus:. 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Ye NIA MIA. 4 -Td Rim Board Straptu red Composite Lurr Ylber or Oriented Strand 03MI2021 No Yes NIA NJA 5 MT20H5. 20 ga; tugh strength tradsconncttlx plate: 067302621 Yost Yes NIA NIA - board Rim Sued - - - - -- - 5- Weyerhaeusor Rho Board ornantsd:Strand Bmrd.Rim Board 031312021 No Yes NIA NIA Fla little Department of Business :& Professional Regulation page 1of I Building Codes and StaI rds irrraal Product Approval Application Detail V stare filstrufachi c.intsict Enolnaer&.1censa:. Y ed:Ey Validate 3.1ohnidod ,filiCAnproval: Appar,ire Stands Revision "2030 CAST-GRE IF USAJI-C Cm-.igPaaa M,ml-Cede 6 CO=:C R M' mi-bade gCCO:-VAL 11/292020 1 GR71202U: 1 i2 2024 Apprweq Crineg,ry.Str.ot-1 Components: (813) 621.464n " (796) S15-291a0. - subcategory: Products introduced as o Result of ops h'ef o@... orekacam. No, Technology' . Compliance Method erhficallon Mark er LlsBh C P 9 :fi ,FAISa-R3 Pxnda - - - --_ -� ,_- 9ualiiv Assurance.A vetfarUse mead f,r:Usa" �o AW lm astral.. ., 9asubli1 06Q 1C. Product Model "Lob"or Rome Product Descrtaftir Contract EXptratlo t Dale ly HI�Y t�. outside H48`G Resistant Pressure 1=. HighStrength C'soorote Lintels 9.. :4.b 8 end 12 in01tvrid, truds 05721t2022 Y s a :Yes W . N/A Ili Florida Department of Business & Professional Regulation Suildmg Codes and Stands rds Product Approval Application Detail Pa90 era lala zi road- - - Hain, oi. Data 291 Pate Pw,di- Mgt . Type Veion,e 1111-faeturer C,rdsat Enaimeor& Llodrrse Veliaatea. By Validated subrmilted p6C:Aapraval Appoved Status R.vadn .. 2020 Saw porting Anderson Rabin APaQ-Uniform Evaluation G `Ve.w.1ke, , 1Tag321)20 1irOM026 `110612020 9 App rWa d Category Roofing (804)390-600i Sorvuces'LLC.. ('205)8549160. Subcategory! 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TX 12131d2020- FJd- Yea' NIA FIIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I mi 1,712021 Ena W 0 - DA.:.we not. pending... Outs Y,e T Ve io 9lanrif turer a Contact Enainecr& License _ Validated By Volt d S' iked date U FOC Aparovat 1�'P.@SY?d Status R vl I n : 20 Commercal Cmdete Produatslnc e 60 2D Rrbert Suits SamualA Greente- John rg Hoy' 12/162020 12f162020 122912020 Ma➢FBC ApIxi:' C46aw- StruiduralCanponents. (413)669-3 07 PE34245 (352):5m-5311 Subcategory! Products Introduced as: a Resultof pinmagatorlilyaaoo.CoM Nrn Technology Gempliange Method: Evalue{im Ripon irgm-a Florida RE lateredAr Iteotnra Uebnseo Hands CIi d , Prdfessidial Engines, •7xsfH6.`Fr'Aduots t.Ltt'f... QriahM Assurancs Armr lea far U. Ab raved for Use Se" Product Model, Numberor Name PrOurot Description Contract Expiration coo. Y, HVHZ Ohutslpi Reisistant. Pressure. I Quality Pr,aa5l or Contmorclal Concrete'Produots Precast And Prestressed Concrete Lintels' 051252024 NG Yes'. NfA NIA ^r fi^` nW W '^ Cn _ib W /^r,, VA 1 L w CD 0- 0 L- v {..J U ^' W '^ V/ ^' W }` Cn N -0 h Co/�-CU U O '0 ._ ''^^ -0 V L W O ICUO U- .( Cn W I- � W O Q CU -0 . E- -I" C6 0 Q Z Z w J N cn C6 N U L LO C CL O u Simpson Strong -Tie ZU20 FBC Approver! Products Updated 1z13o�a�n �*,� Simpson Strong -Tie 2020 FBC Approved Products updated 1�oao2o �► Slmps�rn Strong-Tre- 202U FBC Approved Products Updated tzr�o>zo2n � Simpson Strong-Tre 2020 FBC Approved Products Updated 1z�oao2n �•O�•111 O L C • ,. For direct links to a11SST approvals listed below, CLICK HERE. , , For direct Rinks to all SST approvals fisted below, CLICK HERE, , For direct !Inks to'all SST approvals Rated below, CLICK HERE , , , For direct links to:od SST approvals listed below,. CLICK HERE W ^ -• IX additional Information regarding Ian s el a at t - F I ono Rr F da Statewide, Pr du A rural System and Mlamr Dade County og g Ap Sys tY Natlae-Ot Aace canoe MO CLICK HERE. p. (NON, ., - F , el InTIXmflHa r f itl s ate Product - [e d : C IX addR On n regarding FIX a St WldePl'9 at Approval m and Muami Da a aunt 9.... 9 ... AP � Y NaC,aebrACce tenae(NOfW, CLICK MERE. P a information FI - e. :. Far additional nfIXmfl art regarding arldaa SCafaWk7.. Product Approval System and ryllaml Dada Count g.... g Pp � � Natiaa'of Aaae feriae (M(iA). CLICK HERE. Y P : For addltiohal Information re-&I'dhr Flofldas Slatawrae Product Approval System M,amt oatle Count - 9 _ _. 9 AP - � Nacrae Of Acre [once NO CLICK MERE. Y p (. A). � CD U U) FL#2355-R7 FL#10446-R6 F #10456-Rb 11 HUS, HUSC series hangers Face -mount hangers available in wIfts ranging from 1-5/8" to 3. U 9116" and heights ranging from 4.5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea if Product Model. Num bar or Name Product Description version (HUSC) available for models having width oqualto or Q 0 • 1 Titan Stainless Steel Concrete & Masonry Screw (17N-SS) 1X' diameter Titan stainless steel masonry screw I A21, A23, A33. AK A35, A44 Angles 1 ET, BTB, BTH BrickTles greater than 3-9/16". C 2 y` 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 Q O 3 APB44, APB44R, APVB66 APBWR, AP688, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases 3 C514. CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-1/4" to 16". O FL#9589-R6 APV844R, APV666; APV886R, APVBSB, APVB88R, APV61010, APVB1D10R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3:25-SOS, LGU3 63-SDS; LGU5:25-SDS Face -mount hangers (� O -4.- 4- _ (� 4 APDJT2-4, APDJT2R-4 APDJT2-6 APDJT2R-6, APVDJT2 4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 6 CTS218 Corn pression/Tension Strap 14 1 LU26, LU28, LU210 Face -mount hangers CD O Sep # Product Model. Number or Name Product Description APVDJT2R-6, 6 DSP, SSP TSP Stud to Plate tie 15 LUC28Z; LUC21 OZ Face -mount hangers ,C/) _0 E(DQ 1 SDI 0112DBB Outdoor Accents ConnectorScrew 5 APHH46, APHH45R, APHH610, APHHOIOR Outdoor Accents Heavy Hanger 7 H1, H10A H2,5A, H3, He, H7Z, H16, H16S, 1-116-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- 0) L L 2 SD9112, SiD9212, SDI0112, 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 518" and heights ranging from 3" to 10-15116", U) (n O � 0_ 3 SD91125S, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH2W. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3:63-SDS, MGU5.25-50S; MGU5.50-SDS. MGU5.62-SOS, MGU7.00-SDS Face -mount hangers Z 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 H8S4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 9 g �-CZ v J SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z; C6T4Z Concealed BeamTes- i1 HST2, HST3. H5T5, HSTB Straight Straps 519- 1/8" and heights ranging from 6 1a116" ec 19-U2". 5 SDGP22434, SDCP22512, SDGP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJTGZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100. SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ. HTSQ20KTZ Heavy Toast Strap 20 SUR. SUL. SURC, SULCserieshangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 39/16" and heights ranging from 3-1116" to 13314". 7 SDS25112: SDS25134,SDS25200, SOS25212 SOS25300, 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, SULG) available for all double SDS25500, SDS2560D,.SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models: onlyacute flange is concealed:, 8 SDS25112SS, SDS28200SS, SDS25212SS, SDS2530OSS, SDS2531:2SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAi, GA2 Gusset Angles 17 LT620, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths-rangingfrorn 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDVVF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 142A, H2.5T, H8, H10A-2, H1 DS, H14, HGA10 Hurricane Ties 18 LTS12, LT516, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8"to 11-1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MS727, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL410007-Rtt 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21 MSTA24, MSTA30, MSTA36, MSTA49 :Straight Straps FL910667-R6 20 00, L50, L70, L00 Angles 22 MST028, MSTC401 MSTC52, MSTC66, MST076 Straight Straps Sea # Product Model, Num beror Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6663 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR11Z ATR518, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MST126, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUD&2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118"to 30". 3 BP3/8-2 BPI/2, BP112-3 BP5/8-2 BP518.3 BP314 BP3/4- BPR UD3-4 , 3, T B Plates caring P a s 24 LSSJ26LZ, LSSJ26RZ: LSSJ28LZ, LS5,128RZ, LSSJ2104Z, LSSJ214RZ Feld Adjustable Jack Hanger 26 - _ NGA2x10 12, NCA2x12 12 NCA2x8 i6, NCA2x10 16, NCA2x1216 Bridging 2 DGBF series hangers i r Top flange hangers available m widths ranging from 3-018 to 7- 4 CNW3/8, CNWi12, CNW518 CNW314, CNWS/8 112, CNW3145/8 Coupler Nuts 25 LSSR1,81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR21'0-2, LSSR410 Field Adjustable Slopeal le/Skewable Hanger 27 1 RCW914 Wall Bracing 118" and neigh% ranging from 8-114" to 24", 5 CTUD55, CTUD85, CTUD66, CTUD75, CTUD76, CTU077, CTUD87. CTUD88, CTUD97, Coupling Take -Up" Device 26 LTP4, LTP5 Tie Plates 28 RPSI8, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in'widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML243; ML262, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114"to 24". 6 N3, N4, NO. 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, RTUD36, RTUD4, RTUD413. RTUD5. RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, $PH8 Heavy Stud Plate Tie 5f8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -,Up Device 30 MMLU26, MMLU26r2, MMLV28, MMLU28-2, MMLU210, MMLU12II, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2 �, SS3; SS4.5 Stud Shoe 5 EG5 EG7, EGO -series hangers g To flange hangers available in widths ranging from 5.1/4" to 8- p g 9 9 g 9 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12 ST10: ST22, ST292; ST2122, ST2115, ST2215 ST6215, ST6224, ST6236 ';Straight Straps. 7f8" and heights ranging from 11":to 32-11Z' 10 URS3 3/8" Uplift Rod Run Tiedown System 32 1 Roof Tie -Down 34 TB20, TB27, TB30; TB36, TB42, T348, TB54 TB56: TB60 Tension Bridging 6 EGO series hangers Top flange hangers: available in widths ranging from 3-618" to 7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TW612, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 37'. 12 URSS SIB" Uplift Rod Run Tiedowm System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedomn 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-71A" 13 URS6, 314" Uplift Rod Run Tiodown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WS1060„ WB126, WB726C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28"- 36 4, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-114"110 7- If8" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-R5 8 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 39' Sea # Product Model. Number or Name Product Description Sea ! Product Modal. Num bar or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-78" 1 OTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 C8H2.37x55, C91­12:37x7 83, G13H2:37x9:75 Concealed hangers and heights ranging from 10-112''to-28". 2 HOCI014, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHSTF series hangers Face -mount (DU, DHU) and top flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-14'to 8- 3 HDQ8, HHDQ1'1, HHDQI4 Hold-down 2 DSC2R-SD83, DSC2L-SDS3, DSC5RSDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18" to 39116" and heights 718" and heights ranging from 7-112" to 32". 4 HDU2, HDU4, HODS; HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-178" to-23A5116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SD$_ HGU5,25-SDS; HGU5:50-SDS, HGU5.62-SDS, HGLf7.00-SDS, HGU7r25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold -.down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 81 HHRC44, HHRC5 25M,25, HHRC5 37t3.12, Heavy Hip to Ridge Connectors SO% HGU900-SDS 13 HIT series hangers Tap 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. 9115" and heights ranging from 18"to26". 8 1 MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 318" and heights ranging from 5-6/15" to 12-716". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-118"tc 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, HHGU5.62-SDS, HHGU7.00SDS, HHGU7.25SDS, Face -mount hangers 3-9116' and heights ranging from 5-318"te 13-1/8". 10 PAI18, PAI23, PA128: PA135 Strap-slyte purlin anchor 8 LSU26, L53U28; LSSU210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in vudths ranging from 1-9116"to 5- 11 STHDIQ STHD'I ORJ Satrap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHU526.2, HHUS28-2 HHUS210-2, HHUS46 HHUW, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-711.6'to 15". Concealed flange 12 STHDI4, STHDI4RJ Strap styie hold-down 10 TC24; TC26, TC28 Truss Clip HHUS7:25710 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, HSIJL, HSURC HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422-2, THA428-2 118" to 5-118" and heights ranging from 4-:94" to 15-3/4"_ 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16"to 7- 12 THAI1.81122, THAl2.06122, THAl2.1122, THA1222, THAI322, THAI3522; THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC; HSULC) available for all 118" and heights ranging from 5-318" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 19116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26; HTU26, HTU210 HTU26-2 HTU2ek2, HTV210.2 Face -mount hangers 1/2"and heights ranging from 5-3M" tv 32". 15 THJM2-4-SDS3;THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers -9 HU, HUC.series >hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.114"- Concealed flange 5/8" and heights ranging from 9.118" 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 1.9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-318" to 7.114". 10 HUCQ1.81/9 SDS, HU001.81111-SDS, HUCQ210-2-SDS, HUCO210-3-SOS, HUCQ31C- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9116" and heights SDS; HUC0410-SOS, HUCQ412-SD8, HUCQS 25M-SDS, HUC05:25111-SDS, HUCQ610- ranging from 9-3116'"th 13-1f8". SDS, HUCQ612-SOS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 sprIMM141M. Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/ OM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct Inks to ail SST approvals listed. bales, CLIGKHERE. For direct Inksaoall SST approvals listed. belovr, CLICK HERE..... For direct Inks to all SST approvals listed below CLICK HERE „ , For direct finks to all SST approvals fisted belvv,. CLICK HERE. For additional Information regarding FlaaStatewide Product Approval System- and Mlarw OdaCountY Notice oFApa, Planes (NON. .CLC For additional ronal lnfamaUonregarding FIonda sStatewrda Product Approval Syom and nanCounty Notice ae ofAcceptance (NOAI, ,.-.�. For Additional information .. Florida'sStatawtda.ProdudAPPr4v.a..15...IstemandNam-Dada County NoticeofAcceptance . For additronal information regarding Florida'5 Statewide Product APAravel S 5tam and NSanu Dada County Notice of Acceptance (NOA), O ■ 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S(LBV1.56, SILBV1,81, S1LBV2.C6, S/LBV2.37, S1LBV2.56, SILBV2.68, S/LBV3,12; Top Flange Joist Hangers 5 SET-XP Adhesive Anchorfor concrete ranging from 63/8" to 15-1/8", SA_BV3-.56, S1LBV3.62, S/LBV4.06, S/LBV4.12, SILBV428, SILBV4-75, S/LBV5.50 6 Strong-Bolt2 (STB2, ST82-ASS, STB2-68S) Strong-i3oft 2 Wedge Anchor for concrete available in carbon ♦� 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ranging'from93/19'th 13-1f8". Set? # 1 Product Model. Number or Name HHUS2103 HHUS210-4 Product Description Joist Hanger 19 20 SILTT20, S/ 71i S/HTT14; HTT4, HTT5 S/MST60, SIMS772 Holdowns Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, 7HD-H4SS, THD-H6SS, THD-CS, THD-CS6SS) steel and Types 304 and 316 stainless steel Titan HD Heavy Duty Screw Anchorfarconcrete and masonry 23 LEGO, LEGS LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS6, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33.112'. 3 L'�� HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/,V' to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112 . 5 THG02-SDS3, THG03-SDS4:5, THGQH2SDS3; THGQH3SDS4.5, THGQH4-SD88 Joist Hanger 24 T13022 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Triton HD Threaded Rod Hanger (FHDB25158RH, THDE37158RH, TH037212RH, Titen HD Threaded Rod Hanger for concrete _ ■ II8"and heights ranging from 9 114'to 24", THD50234RH, THD10212RH) 26 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -Ail WA) Wedge -Ail Anchor for masonry ranging from 3-518" to 7.10'. FL#11473-R5 FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- Sep # Product Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description FL#16230-R8 1/6"and heights ranging ,9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82 SDSHOG, CCQM4:62-SD$HDG, CCQM5.50-SDSHDG, CCTQM3.62,SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62430SG. CCTQM550SOSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 HIS, H16S, H16-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 171-410860-115 4 HETA12, HETAIB, HETA20 HETA24; HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4:62G-KT, ECCLQM5-50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT ECCLLQMD5.50G-KT, ECCLRQMO3.62G-KT, ECCLRQMD4.620- 3 SET-XP SET-XP High -Strength Epoxy Adhesivefor masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HMO Masonry retrofit connectors KT, ECCLRQMD5 50G-KT 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44: ABA44R, ABAA48, ABA46R, ABA66; ABA66R Adjustable Post Base 7 HHEfA16. HHETA20: HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5,25 HGUMS.50, HGUM7,00, HGUM7 25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 U71,12) Titen 2 Screw Anchor for Concrete. 2 6 6 ABU44; ABUd4R, ABU4 , ABU46R, ABUS a, ABU5.y 6, ABU 5 ABUfi$, ABU66R, ABUB$ Adjustable Past Base 8 LGT2, LGT3 SDS2a, LGT4 SDS3 Girder Tledown 4 G L UM2&-2 LGUM26 3 LGUM25.4, LGUM28-2, LGUM28-3, LGUM28 4, LG UM210 0- 2, Masonry Beam Hangars 8 Titan HD (THD H4SS, THD-H65S, THD CS6SS) Titan HD Heavy -Duty SarewAnchorfor concrete available in 304 ASU8BR; ABU1010, ABU1010R, ABU1212, ABU121.2R 9 LTA2 Lateral Truss Anchor LGUM210 $ LGUM210-4, LGUM46, LGUM48 LGUM410 or-316 stainless steel with hex heed, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, MEfA16, ME-A18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.5617.25, MBHA3 56KJ25, MBHA3.56111.25, MasonryTop Flange Beam Hangers countersunk head. 4 A04, AC41i ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, M8TAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111.88, MBHA3 56114, MBHA3.56116, MBHA3.56/18; MBHA5.5017.25 7 Titen Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 B04, BC46; BC4R, SC6, BC6R, BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MFSM20; HTSM16, HTSM20 Twist Strap for Masonry MBHA5.5019.25; MBHA5 50111 25, MBHA&50/11,88. MBHAS 50f14, MBHA5.50116, 6 C944, CB46 CS48, 01366, CB68 Embedded Column Base MSHA5.50118 © 7 C13SQ44-SDS2, CBSQ46-SDS2, CSSQ68-SDS2, CBSQ88-50S2, CI3SQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MBHU3 56/11.25, MBHU3.56111.88, MBHU3.5V14, MBHU3.56116, Masonry Beam Hangers FL#15937-R3 8 CC, FCC, ECCU Series Bolted column caps with Wi ranging from 3-1/4" to 9-112" and FL#11466-RS MBHU3.56/18, MBHUS 6019 25; MBHU5.50/11.25, MBHUS 50111.88. MBHU5,50/14, W W2 ranging from 3-5/8" to 7-112" MSHU5.50116, MSHU5.50/18 Sea # Product Model. Number or Name Product Description 9 CCQ-SDS2.5 ECCQ-SDS2:5 Series Scro ed column caps with W1 ranging from 3-1/4" to 9-VZ' and W2ranging from 3-518"to7.1/2" Sao # 1 Product: Model: Number or Name DTT1Z Product Descrintion Deck Tension Tie 1 X34B1016-51<, X1S1016, XISI016.4K, X01S7016, XQ161016.4K 410.16 Strong -Drive XMetal Self -Drilling, Tapping Screws with #3 Drill Point CD ^ ,) v 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, HDi9 Bolted Holdowns FL#13975.RG 2 XiI4T1224, XLQ 1 14B1 224.2K 912-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping _ 11 EPB44A, EPB44, EPB46, EPB56 Embedded Post Base 3 HD3B, HD513, H07B, HDRB Bolted Holdowns Screws with #S Drill Point and Large Diameter Hex Washer Head / �t V 12 EPS47 Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties Sao If Product Mosiel. Number or Name Product Description 3 XMQ114S1224. XMQ114B1224-2K 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCQ44, LCBW Embedded Column Base 5 LTT19, LTT208, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22e381 Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, Li Light Post Cap SDW22634 4 XQ114SI229 XQ114131224.2.5K XI14SI224, X01I2S1224 XQ1 /2131224.2K #12-24 Strong-Dnve XMetal Self -Drilling, Tapping Screws with #8 O 15 MPB44Z, MPSB6Z, MPB88Z Moment Post Base 2 SDWC15450: SDWC15800 Strong-DriveSDWC TRUSS Screw Drill Point 16 PBM, PB44R, PB46: PB56, PB66R Embedded Post Base FL#13628-R5 $ SDWH1930006, SDWH19400DB. SDWH19600DB, SDWHI SSOODB, SDWH1g1000DB Strong -Drive SDWH TIMBER H EXSorew 6 XU34S1016. XU34B1016-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Screws with Q 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDWH274DOG SDWH275O0G. SDWH278000, SDVM271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 19 PBV61PBV10 FC44-16: PC46-18, PC48-16, PC64-16, PC66-16 EP044-16; EPC46=15. EPC48-16,, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB518x24, SB718x24, SB1x30 Product Description SB Anchor Baits 5 6 5DWS16212, SDWS16300, SDWS1012, SDWS18400 SDWS19600, SDWS1971Z SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (interior Grade) C`0 EPC84-18, EPC36-16 2 SSTB76, SST820, SSTB24, SSTB28, SST634, SSTB36, SSTB16L, SST6201., SSTB241 SSTB Anchor Bolts SOWS22800, SDWS22900, SOWS221000,'SOWS221100, SOWS221200, SDWS221500 FL#35320-RO 20 FC4Z, PC4R4 P08Z, PCBRZ, PG8Z,. PCii EPC4Z, EFC4RZ, EPC5Z, EPC6RZ, EPC8Z, EPC8RZ Post Cap. SSTB28L 7 SDWS2230ODB, SDVVS2240ODB: 9DWS225GODS, SDWS2260ODB, SDWS2280OD8, SDWS221000D6 5lrong-Drive SDWS TIMBER Screw (Exterior Grade) v Sea # Product Model. Number or Name Product Description U 21 PPB44-4Z, FPB44-6Z Post Base 8 SDWS22312OBB;SOWS22512DBB Outdoor Accents Structural Wood Screw 1 OSSC843.5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDW82730OSS, SDWS2740OSS, SDWS27500SS, SDWS2760086SDWS2780OSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FC845.5, FC847 5: FCB49.5, FC8411.5 Bypass Framing Foxed -Clip Connector 10 SDWS27100DSS, SDVVS27120DSS SDWV13400 Strong-DriveSDWV ;3. FPHSD34S1018, FPHSD34B1016, FPH5D34B1016-5K FPHSD3451214, FPHSD34B1214, FPHSD34B1214.5K #110 16 and #12-14 5trong-Drne FPHSD Framing-to-CFS Self- Drilling, Tapping Screws O FL#10866-R5 Seri It I Product Model, Number or Name CMST12, CMST14, GMSTC16, CS14, CS16, CS18, CS20, CS22 Product Description Coiled Straps 11 STN22 SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6-25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector i� 2 HRS6. HRSB, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MST136, Straps 97 mil (12.g a) 5 1 LSSC6.25 SSC2-25, SSC4.25; SSC6.25; MSSC2.25, MSSC4.25, MSSC6.25, Steel Stud Connectors Sao # Product Model, Number or Name Product Description MSTI48, MST16Q MSTI72 S/MST27, S/MST37 S1MST48 MSSC4.26KW, MSSCB 25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28,'HTS3C, HTS30C Heavy Twist Straps FL#15363-R3 ,6. RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5:5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 9a) 7 SC9435, SS0845.5, 80847 5, SCB49.5, SCB411.5, MSCS45 5, MSCB47.5 Bypass Framing Slide -Clip Connector ♦/1 3 GH46-6, GH46-8, GH48-8, GH48-8, GH410-6, 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) Seo # Product Model. Num beror Name Product Description 8 SCS32-5197, SCS( i97, SCS62-51118. SCS82-5il is Bypass Framing Connector v) 8, GH610-6, GH610-8 6 LSUSH3.25, SUBH3.25, MSUBH325 Bridging Connector 1 AS 18, AS ISS5, AS 1888 18 ga. Truss Plates 9 SCW3,25, SCW5.5 Head -of -Wall Slide -Clip Connector M 4 GLB5A, GL6513. GLB5C GLB5D, GL67A, GL6713, GLB7C, GLB7D Glulam Bearing Plats 7 LTP5 Lateral Tie Plate 2' AS 2OHS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516 GBLT616, GLBT520; GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 LightTwist3traps 3 AS-20 20 ga. Truss Plate 11 SS83.518 Bypass Framing Slide -Clip Strut Connector e••u W 6 HGLBA, HGLBB,.HGLBC: HGLBD HeayyGlularn Bearing Plate 9 MSTASP, MSTA36, ST6215, ST6224, STg, ST12, ST18, ST22, MSTC28, MSTC40 MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3401414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Se16Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedovm 10 MSTC66, MSTC78, M238 Straps 68 mil (14 ga) Screws W 8 UFP1DSDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18 MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ11S1018, X01 B1016-4K, XQ181214. XQ1B1214-3.5K, XQ78S1224, XQ78131224-31 RIO-16. 412-14. and #12-24 Strong-DriveX Metal Self -Drilling, 2i 9, URFP Universal Retrofit Foundation Plate 12 S/61.56, S/B1 81, SiB2.06, SA32,37, SI82.56, S1B2.68, S/B3.12, S1B3,56; SIS3.62, S1134.06, Top Flange Joist Hangers FL#15730-134 X0114S1224, X0114B1224.2.5K, XQI12S1224, XQ112B1224-2K, X34B1016-5K, Tapping Screws Q S1B4.12, S/B4 28, S/64.75, S1B5.50 XI S1016, Xi B1016-41€, Xi S1214, Xi BI214.3.5 K 13 OBA2.1 W8, SIBA2.12/10 S/BA2.12/12, S/BA212114, S/BA4.18/5, SIBA4.18110, Top Flange Joist Hangers lia Product Model. Number or Name Product Description Z SIBA4,18/12, S/BA4,18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/H 1 A Hurricane Tie 2 GAC, GDP GDPMrO, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-1 DO, GTH Gas -actuated fasteners and assemblies 15 S1HMS, 811-108B, S/HD10S, SIHDIOB, S/HD15S, SfHD1513 Holdowns S PDPA, POPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWR PINWP-W, PDPAWL Powder -actuated fasteners. threaded studs, and assemblies Q 16 SIHDU4, SIHDU6; S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3,. PTRHA4 - J 17 SIJCT, SIHJCT Joist Hangers 4 5ET-3G Adhesive Anchor for concrete n- SHEET NO. y PA 1.2- 13 0 lr