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HomeMy WebLinkAbout39776 Harmon Grove Ct1REW56INIG �T $s tn6 �s.. CITY pi,,.PdNt', ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMIALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THiKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WOW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or 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) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 N EW BAS E P LAN 12-8-15 2.0 12-28-17 3.0 02-21-18 4.0 08-27-19 4.1 12-19-20 5.0 FRAME -WALK REVISIONS 2017 FBC UPDATES ADDED GRADE BEAM 150 MPH ENG. ENG. REVIEW FOR 150-C MPH FBC 2020 CODE UPDATE I '; I ii IC II 6i Ji ._]I-i D FE 0 D l �i IEC0 1 7E:1[71 El 4LO 71 tin 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. t3���i1 e�s��►�igrilr ,,.;�,,� SE �= �— Off` �= 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 F a cD of oo o M 8 cw � O � W (.D LL L11 a ENO JU LL LL a aL�j S CCZ �. t coo _ � W OJ J W , 0 Q Z IL IL co Z N Z a Ln O V _j U) Z OU W ❑ ❑ ❑ � z a g z C N z � � J D E3 U)Lf) z 0 0 LL fa w m j� U O V) �N u.r SJim c w JK (6 r— c'n U W J E — 8 r z� = w U o ¢ o 00 N �co ° seo o W M M z Z oS z V- (= _ wo N Z8 <o 0 ° VO s pa o� N @ io ¢o a ww �, Y U mo o O� Z Z J tl z Z tq F 0 z Q Ua 3 R. w a p 'o N w Fr CD w Y F =o �� O co � Y zl< i � 3 >LO Orn m m C9 L � � J M N .-. Q o U mit v CO r N W = N (0 O LO N E c COM N N o CU Z E O co d E U J Qca J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. C S T M 0 J n 0 a r7 In U v U 10 z N 'o a .2 CS 4" A H.B. 7(D O 25-SH 25-SH _I --__----R&S_ fi;` - EGRESS I EGRESS I I 4-SH e --�--C --- { BEDROOM 2 BEDROOM 3 M - W . I . n . 8' 0" FLAT CLG. I 8'-0" FLAT CLG. :- C. I CARPET �I m 1 CARPET 00 8'-0" FLAT CLG. M� aal CARPET - T R �I to M�a I R&s I ------------- 2668 TIL _ ' BEDROOM 4 1 �M O 2668 I 8'-0" FLAT CLG. W CARPET 12'-8" �' -10 11'-4" 2, 4„ 11'-10" 3'-0„ 9, 84, OU) Lu - � � 4-SH N w 0?4068 B.F. N j N T A FIBERGLASS N 8'-34" T-831 66d' 0'-4" 4'-1" 1'-3" 4068 B.F. S3 - 1 SURROUND r ° N HALL 8._°" 10 60" X 36" Cl) A SHOWER R&S 9'-4" FLAT CLG. 2668 S3 CARPET N ------R&S ---------- r 16" DEEP�� TYP @ 1 STORY ___00_ PANTRY_ _ W 8'_0P f 4 N 30 30 .9 Y _ 00 r `r c=n p LAT LG. - - - OAV WNER'S � �. RAG ! o i 3 i------- 1 SUITE I 00 " i I I I I I (V �! I ! � I I I N 8'-0" FLAT CLG. I n N �9'4' FL T CLG. ! ! 8'I 0" FLAI CLd. I I I o CARPET 1,IEI-I- I 1 s� A I 2' 16, 9' 2 4" - (_ I I 1 I I O N CO INK DISP j _ ( 0 1 1 (4) 2x4 #2 SYP STUDS BASE S3 r II- I I f S3 2-CAR GARAGE ~ O I I us 0007 0 @ ( I� - D.W. I O ° 8'-0" FLAT CLG. o Ia w L___J ! o! FIBERGLASS I I w I I 00 10 �r-------- ---71 � -M SURROUND EDGE OF SLAB 2" C9 1 N I I I 11� ( BEYOND WALL I ul I I o L v DRYER VENT I O I I O T-O" 1'-7$' 1 G HANS N THRU ROOF 1 X I I S3 BOX @ 36" I -- _ R&S- I I I � 5,J 9'-0" 1 3'-8" 2'-8" 4'-3" 6'-10" A'F'3_7 PT. W OPT. D 20'-9" 1 I I I I I I 1 I � `° l � "I I � 11 A I I 1 I I 2:12 sLOPF7 1 �`b� ,T L 4 CEILING -- I` 1�1 I I 11 I t I I I I 868 I=¢ I I I I 0 1 j II I I 1 I I 00 O Uj 00 If 11 I I I PATIO bQ / I T M � I L--------- ;? FAMILY ROOM N 4'-0" i� VAULT. CLG. CAFE / CARPET ---- / VAULT. CLG. ! I / 30'-0" CARPET I 0_0bN W ! B ' ENTRY �? "' o J I �� .1 8'-0" FLAT CLG. I - Ej - Nr 21'-5" A S3 37-8" 35-SH O 16'-3" H.B. 15'-0" 00 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 H8 (2) - 1 314" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 381 18 J X 37 i S.H. 14 20 X 501 18.1 X 50 S.H. 15 20X63 184X621 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 I.14 27 a X 501 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11-16 27aX72 26X711/2 S.H. 22 37 J4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 � X 50 � 36 � X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 7' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 7 WIDE S.H. 32 54 X 26 521 X 251 S.H. 33 54X38J 524X37i S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 Z X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 SEE SN SHEET OH SEE SN SHEET 6 140 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 INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 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 B 1 EXT FRAME 2 x I R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4'-1'-0" GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) fi ,N k �z �E `J a O e G <e t 4CO3 a'ffAe� E9����@®� 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 Lo yWp ®y 0� �oEo 01 O M tJ N o"D C m M 0 LL. a Y Q rri � �LLU_ a L z 0 rn 'O Y t% 4; a 0 w W ���rn ¢ Q LLZ a N 04 �yO U Z W O UCIL ao❑ C N Ci 0 00 � o 13 M aj ' f'r• 4 p � O (� w o N = f6 U L_U J !- E I c� ) 0 < M o N LA o � J w M M h ¢ o Z Q. E o wo -0 �° z, Q �e ❑a Ca OU f- JC U 0 00 0 0� O E N E, ¢z o wz L (6 Cn ¢o o m� r p 01 U, -' 01. I- zz 3 w a0 Q 0< 0w > o wu Z, a ° ° O III J Om ca 0 L N c CM -' N ^ N O 0 C0 U (� n 0) r = T T- o LO r ai t` N M ^' M CV o m Z ` V E O r Z m a E U _ v ea Q c c JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 1 .............................. KITCHEN ISLAND Lu HOOD LLI Lil U .RANGE VARIES, 2" LESS THAN CABINETS BELOW KITCHEN 0 M 0 CV 0 M 0 CV � 0 OPT. N REF.0 /�'j KITCHEN MIRROR O r 0 80 ® ® 0 9 M NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD 0 z 24" TOWEL BAR TOWEL BAR IN W ON WALL ABOVE TUB OR SHWR. Q TOILET TOWEL BAR ra— a / ON BATHROOM WALL MEDICINE _ —�, SHWR. o 1 CABINET 00 I TOILET L VALVES oo = 0 SOAP PAPER cfl 0 DISH U } I HOLDER _ _ CE U- U- C) �t r r M C)� 04 0 co O r _ r M CV co ' M M N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY MIRROR INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET it IX 36 H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 00 r iO G° 0 2x T 0? FRAMING r �-- M CO 1 /2" GYP CY) BOARD — T FIN. FLR. SHELVING CABINETS - V-2" ro 0 0 ce)CV N N FIN. FLR. ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS I SCALE: 1/2"=1'-0" 1 �f} J �� � e•! -80 t m'eeee.eeee'•e yn� a� QFt S S \0i�f-N 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. N QO M N xk o^p 7 In ap N LL. LLJ N N d rn�� ° J Lu - vN0 LLaY e 0L 0 JU-U a- uW1 � O Z @_ o i @ O O ~ W @Nc_o M O J a IL a ZW N c')z ENO O U U uVi ❑ ❑ ❑ Z �O N IR J M lJ O u- 1 ' T IJ Uj ° O tl./) v J W o c N u) U — 8 L zl'w I U o E ° c co _0 OD o Q W N �m O c w ce) Z z¢ g J LL- a 0 za m 'o yN z< ® 8¢ oQ N L wo rQ C') C C y u'o ro o of z' z � J c�� ¢w �m u' o4J ow o g a ¢g =H �_ Y C) v� W zla aQ o $ 2 O = �U-) J O °i m L � J M CV ^ m C:)p UCL ` C m U / /1 CL Z � Tco = r r tp O N U-) N r c M � r, N o z E O y f Z `m c a U ° Q p -j JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 2 rn v .=J m rn r` o 0 c N v x rn 04 i 0 cc it 12 5� — 3'-O" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 8 0 N 0 0 12 �5 Flo] NEI , I 101MILEMILE-1 010110,011 35 SH (+1") 6" SMOOTH TEXTURED BAND FRONT ELEVATION - 61 28'-0" RIDGE VENT SCALE: 1 /4"=1'-0" 2'-6" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION - B1 : 1/4"=1' T.O.M. 1.1'-0" General Notes ROOF CRITERIA; • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint 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. ' a s4 O L bi P4 �� >r � __J - ✓,. yg �. rs�`'' aROFESSXO, 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 F t � co of co^ o Mg ��p4t N ® N N 01c # LLi 6 � J - N di N rA r-_ r LL w a ° Y a co ' JLLLL 3 a. L Z O me WO W o ��� W of W Q a Z = co N M Z W ro O OUU U� vVi Wco ❑ ❑ ❑ z N o z N IN z o * < N z II 0 a--+ Lu � V 0 (' / �N w o L✓ N m U W J _ E 8 I x € N • 14 o w MZ o J Q o E ¢ zo oo uj > a R � e V C6 aS O E �O Oo< ¢ a8 V O � U az Z CN wo <o itw _ s_ - Y U hg mo oLL Z ZN J <w z6 oW -<o �V W d ¢o m w r- o d� wF r3 Yo c10 of a m L � co � > _ Ce) N V/^ C:) C in U co = 04 O LO N r M N rn M N 0 Z cc Z E O y r c a c0 � Q tj _J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 3.1 I T —�T- rn N 0 J NO 0 rrny 0 9 0 0 cV N N 0 12 5� 24'-0" RIDGE VENT 12 �5 ------------ -- 5068 SGD REAR ELEVATION - 131 SCALE: 1 /4"=1'-0" 12 �5 F.FL. I 25 SH 25 SH — RIGHT ELEVATION - 131 E: 1 /4"=1' 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. ii�f�flPO`osfs ' .���\\it1��111 o .....,•• co --J\ V, � a:� W - �OFESS\o� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q 10 n E w 0 at O 8 R 0 N J O o0 w at W N a�Mv rn I-- r-� o L W a � a Y 0O N LJL LL (L W L N 0 OF .Z (O R' 0 J m co ca W Z LL W a Z N �Z rYN 0 O U U co W ❑�❑ n z N n 0 z z o � J — (� Cl) z _ a--i cn � V O N W o � C W J - E mI z t U o tml N 14 o w MZ o LL Q E ECU Zo o� Y 'aa Z© oa O E 0 �< a p aZ 0 0 o� a Z N C z<z pY mo oLL Q� ¢w zZ (q 0< 5 0 0_ > w �� a N W G oz J Y =3 F a J CDQ co w ¢ d Os zl< C O O T 1 ` >Lo J Orn m f0 L N C � > CU �' M N O 1..� m V I� ^^C cc = CV (O O (i CO CV) N o Z = N r Z c E y m c a U � Q p _J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 3.2 -3 tel 0 a W OO m 2 1" iv M iv 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" 12=' BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ N �— 11, CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 1'-54' 3/4" RADIUS MIS 1/2" RADIUS 1" 4" VARIES VARIES _ CO. N v CAP ii CD 0 21 2 12" VARIES VARIES SIN 1, 1'-4" 1 1 1/2" RADIUS T 4" 3F Mla �r� c%Tv 1" v � 2 >r N �W TIN 3" '- 3 3% 4 4 � VARIES 12 2' 2° M 2" 11" 32" 1" 1" 1" 2 1/2" RADIUS BASE CID BASE 3 4 / • hJ 12' *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BED BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING ki T 1" 19 T`r 1-1/2" THICK 1-1/2" THICK 114 0 N 4" 1010" 14, �� - I � — 24' �t 101, 6" N O 4" z" / N 2" 4" 6" W W 1-1/2" THICK 32' `la T 2 1'-10" " 4" 52' 1'-5" 52' DO �IN �� f34 1 4 3" 12" 2r, o ��ij 51 4 VARIES VARIES .� I W - t I 22' �`J • EM M" VARIES VARIES 4„ $ _________ ii i 00 R6° 2 1 32 z 44 �N�41; - KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" 0 KEYSTONE F11 00 OPTIONAL 3 3" 3 4 4" WINDOW OPENING 4" 4' OINSTALL 6" 4" C° R44r c z VARIES • OVER STONE TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 2" NOTE`. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FOAM/ EPS MATERIAL IS ACCEPTED 14' 1'-64" 14' 12' 54" 2'-1" 1'-12" 54" 00 1 " _ � :d. 3,_8" 4" T-0" 4" 10" 1'-4„ 101, = 0 N 7" �a. N c� iv o T Rs3, (V 00 O I OM Z-) • 1" R-01 2 GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CV N Co CV O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. P_ W l• Am 4 o $ oo N °�° ac IF LJL W 6 ei Q rn�ti� ai m �v J W d N IJi LL � J a til p y Q° u c: o � � KO O'N wJ W 0 Co g5T Z7 LL oZ N Cl) J Y n Q Z C) W ❑�❑ _ N O Z qry� � 4 4 �/� �/ ) — N M Z �OCz Oro O t"CS L LL r.r_r W O o LuU*) ') M amp r—u) U L1.d J F— — E L N {� id O ALA m w m z o z z � flE . C wo � a° z >o Z® Da o I- r6 O x P o U Hp U Q N o ao Qo az ¢W • � (n C Z2 O Y U m� 0 0, z _ C IV J Z m ¢" Q W mz cn N y > Oa z nO oil Q R Qo �z M,G v aLL =3 r O co wa z� " 0r 3 yp J U/ C w rn m L � ca 0) CM CN Q M LL Qi N 0 m V N T CIO CV o CV U-) r I n N r E E o Z (d Z 7 E Q ql r m c a U 3 q 0 � JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. F 1 i > tv 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 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 I P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 6. j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I.-..O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT �--�— FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q R. EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER MI ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER UNDERGROUND IlDis POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 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. Sj P, ■ PATIO j11 /"I � I , ,/ I I PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER H.B. W.I.C. ):�' --- — , -�� I ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE 1 ` "/ (%WNER'S SUITE I SCALE: NTS VERIFY METER LOCATION WITH BUILDER BEDR OM 2 L BtQROOM 3 ROUGH -IN FOR / ROUGH -IN FOR I f OPT. CLG. FAN/ ` / OPT. PRE FAN/ ROUGH IN -�OR� I LIGHT PRE-WIR� 12/ 12 OPT. CLG. AN! !h I LIGHT PRE- IRE / 141 / 1 PED�ObM 4 \ S.D S.D. DEDICATED RECEPTACLE 3 O FOR MICROWAVE RANGE C.M HOOD PER SPECS --- / HALL7 — ---------- — — / C.M S.D ---------------- O 771 ----RANGE (17 7C17fEt Ili — .-C: W1�Gki F R IS I OS I DW I I If----- I © —L_ L� I � C.M I II ROUGH -IN F�R OPT. CLG. F-- N/ LIGHT PRE -WIRE I / FAMILY ROOM i NSINKw/• TDISP I -----------CH PENDANT AS PER SPECS ii CAFE i i i i i i VGFI @ 44" A.F.F. _ z I I Q d I O U I I WU I � J w 2-CAR GARAGE GFI@44" A.F.F. VP / GARAGE 1 I LIGHT AS IGARAGE PER SPEC (DOOR IGFI T. OPT _ — ' W. I r A- - I A I At l l I I I I I L------------ GFI @ 44" A.F.F. IRRIGATION H,B. 'trWP I GFI ENTRY I I ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" i N 0 N CO CV 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 Engineers signature and seal. fA Q '�t E O M 8 $ m r- N r at U CR 0 C' LL ® N O N * L. W n tnr-I-L LL W a Y a eiMv � J LL LL (L Z 0 0 _ O 15E ,Z; =O� ILf6C�_� Z IL N 04 Z a L O ZO U U_j N W o00 v Z N M o g zOD zCD CD J — �^ LL1 r.. N z a cn o LU cc � a U m O� w o (� r— in v� I W J p U LpEEly L `R 0® ¢ cc 0 0 N I� o w co coo z J o QQ ¢S a E O <_ ?® N f— O 28 UO O E tV L a p ¢o < a Z �w U 3 o z oy U m o O LL Z J �z M m 3 1.1 0< ao �w o <¢ )O co d Z < Oa ~ U O >L J m N ccc L � � o M O Q U m L f^ V/ c r r'4.. c� O LC) r Z r N r E M M N o ccN tri r Z Z E O c FL U J Q p c J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 4 ZV O cV N N 0 0 0 CIO ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/160 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=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 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved 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) Py�`a/rf �l q 0j iv IS e e g > tsa \0 CO 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E Q o �� Co Nnvc CN a)LL a) 00 C - u1 oD N ±# u w N a�r--r-� o M cam+» w a LL a Y 4 jLL� a W co Z_ o 13 0 OS P cu r�o N O�— w O W rn Q Q Q Z N M z IL N Ll 0.' cn 0 aO V : U fn Z Ilt 17101 M � z N (7 O O z f� Q � J Q N — N M �}�( CI') t�/ W m � a U 0 w s Ln C �N in U W J ® wigY- — E V I L L � U o N c m 0 N 0 • r. Q sm o W co zo z rJL zO > N Z¢e Q O E: V O� G� Z® ❑W� K O 6F ❑ O Oz O C N t z ao ¢o a z aw d L f6 U) U mM F O - N m aw Nz N o z 5z Q a <o r� �3 O o� w � O O co o< za a o— o3 O 2 O = ` > Lln J Om 0 L 0') � J CIO CN OU C T O N r' I c)) N T M � N c o z E CV 4i E O r Z a E U Q p JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 5 4'-0" 1, T-10" 1. 4'-8" 3'-11 0�, 1 A H.B� S3 4 T-1 . in H.B. L S3 TYP 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 15'-0" FOUNDATION PLAN MONO - ELEV-B1 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 w El - CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .It �.. :., 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" o w t �F ``' �- o :A�z• Cam• Bag y R tC.eF e4 `� S g'•�. ga � ®g.g i€{/f€tdlttLE To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W QO 0 a E M 8 Nr'-o N J 0 7�ap N f! r�- ° M y J W a LL Q J LL 0- � g z s�� 0 ow0 0o p/ W w o _ ='@ � CO O0 W m O J W Z IL co 0¢aQ N MZ a ofrn O U�vvi Z OU W ❑00 Z N M o Z N z o � ¢ Q - N M V) K� LL a OLjj _ o N �Ln .) f>3 c tll J r-- — E L z ca o Q N �� CD o co J w M z2 o z Q E� o E a� �z a� ze oa ct F Qo X U O ¢ 0 0 j 0 � o E CD ao ¢0 aZ �W CA <z OY m0 °, Z y O Q W t�i��z C oa g° 555 ao a W � o w� }° � z¢ a °U 'S c 0 ` L.n J 0 0 rn m m C� L N c 0) > co J M N a 0 p^I m 4- 0- co = N r c0 O N LO r 0� n N r E _ M M N o cc Z M E 10 vi r Z E E U -j q p -j JOB NO : 21-1073 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 1 -78.58 - - - -•---- -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®' d ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I (D Q �® SHINGLE: %fi' EXP. 1 (2%6) or 19/32" EXP. 1 (33/16) 1 I ' TILE: 1Y32" EXP. 1 (3�/16) I I I I NOTE: _+ -� 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS ' 3r 3r 010 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%', SHEATHING SHALL BE FASTENED ") ,�,,aa ,�,,aa� `" " WITH ASTM F1667 RSRS-03 10d (2%" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3"" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF ]- 20 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:1 2] 2] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 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 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 wl (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 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" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" 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" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (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 wl (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER Z 2 PLY CARRIER —I x CONT LEDGER SEE SHEET S7 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" r pvvN F\�y r 3 r..tu Fl- °F°rir�E v\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. wn M W Q 'm Amok PO d' Epp 0 n O 00 M U N p',p it N O m10 J Il 0 �n�°�LLa M a 0 0 05 �m0 u a �[ co aL� 0 Z r m 0 7 L IL W LW 1ow - 'm N co LL O U) aI °' 10 a a n N M Z W Ln O Z O V U N ❑ ❑ ❑ z 04 M N (D O � z r z � N Q � J d � ti M c� z U' o Cz �4-1 O W O �y N C) W J F— — E L = L � cco�Q Q o r� o M J z0 w z L.L _ OE E OU z o oo i-. > ¢� zR oa CU — E O a0 X U a¢ o 00 U 0 oQ dz CV t a� L o 1. ¢o m0 C/) N J oNo 0 1, z ¢z EZ rn d r� z go son U o¢ e0 a �w k o a LL w = 7F, ;o aF V zl¢ 00 3 N p J > Lo Om CD ca ca L � � � co M N m 0 O U C m V CD U) r cc I T_ 2N (fl C)Ln r m a M C N rn CV)N r o Z Z c E O rri c a cD Q p JOB NO: 21-1073 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. LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Sae vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS O O O O 8F8-1B/iT 8F8-0B/1T 8RF6-0B/1T �. © © O• 01 O• O •°• Vol. 0 0 0 0 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/11 I 8F16-1B/1T © OD O 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T • FORM dt GROUT SOLID <; • ° • Oi J U • 0 #5 BAR CONT. ' 8F12-1B/1T O O 0 8F20-0B/1 T © V' LINTEL DETAIL SCALE = N.T.S. € E IMEME F € ! F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8 F 16- B/ 1 T U tNOMINAL. QUANTITY OF T WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c'lir precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR .(1)RETTOP IN (1) Q'D CLEAR ALTERNATE POWERS STEEL LINTEL e d O e ° G .M.U. #5 REBAR AT TOP a ° A a GROUT MIN. (1) REQ'D 4 o - D 1-1/2" CLEAR a 4 a ° Q 4 r O rA H Q C.M.U. e 5 REBAR AT = - cn w ° O BOTTOM OF a U) W Q ul O o LINTEL CAVITY wo L) \ -BOTTOM o�UOZ 0 o Un REINFORCING ¢ ¢ C7 7-5/8"ACTUAL PROVIDED IN LINTEL z �- d W u� D D FQ rb W 30 m 0 <1 Qo #5 REBAR AT BOTTC AS INDICATED NOMINAL WIDTH (VARIES) to N M o- LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O � 5'-10" LL 6'-6" LL O 5'-10" LL (�) MIN. 17'-4" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" )1°Jt'� U� O� �� .°• C a tS't. 2 F FESSI �f4" `\\ Q®4�N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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 U) r` �E Co ro O S R N 0 in O to # uF W iA QQj U')r-0 r-� w a M V LL d Y 0 m LOLL a- d 0 Z L W f6 O O Z �e C� �; W 0 _j I oo u' MZ Wv)0 �Z V N Q V J In O ZCLL9) W U ❑❑a V Z' (h N m 0 0 z z Q CZ N Nn M z U o W u- 4--J w � V O Ly N J trsa r- rn U W J r- - E I L Y N U oo • �Q c 4) Q N I� O W M M z oo z J u_ I? E 0 w Z o - > , N z oa cuU o uo r O E o U a o =O U m � CV L o ¢o a ttw, IV V) C _ C ❑ o w m F o o, zz N J m o. aw �z a 3 0 z so Q LL a m w C) ao xG aW Y =3 O W =�a a o .N O J > Ln O M 0 L � � jJ CM CN O � C mCal V O = CV T_ T (@ O Lr) T N r E w M rn M N o Z N E O r Z m 0 E 0 J v m Q c J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. 8 r ti 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 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4, 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1, 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2,2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1_/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: WAS U I THE SERVICE LOAD DESIGN METHOD TO DESIGN: 3 2 1. SG S USED S MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" Y„ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4,2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4,4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be�ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewails. 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/_ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING S BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SS ��, t+Rt&h8 [FEES lc �_• dJ r r ' = 4; all • o To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q Eoo O M R� r U O N N � J 0 w Lu In Mom LL a 6,LL 4 U. a. 3:0 uJ 0 Z 7 --.Y, s I I L@ O 0" W 'rp N co ff O W�pjO' ¢ a co a ILW IL a N iN, Z W LO 0 O U 6 (n W V M �p Z N M o z N z � � J Ln - N M z 0 0 4-J U Ow (n o C m U allF - E L y U a as c u) I N • �o 14 o w co ¢ Z L EE Q p E zo wz z0 . , r6 tR - Xo &¢ oo o o G7 � N a= ¢ o aZ U) ra Ui osa o. o oI z m 2 aw z o� z o �U o'o NK W U 3 ire 'm d= o CO w� >° o F 'ITza �3 > LO Orn cm m 0 L W co J M CV CD ^C N T T�� (a = 04 T T 2 (� 014 N T CO c') 04 o f6 z E O � r Z @ a v _j a 0 c JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. SIN �i 0 ` J 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ' gap / FILL CELL STD. 900 HOOK BOND BEAM w `t STD.90° BAR #5 BAR CONT. #5 I HOOK 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 MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID �T/BLOCKING L TO MATCH # 2nd FLOOR Solid block all posts from above to bearing below. U STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. Clinch na when possible 4 ils 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING �" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flanguthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her i�nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker „ lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 1'-O" o 0 0 GAS METER 0 o to c,4 O • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12 16 O.C. @ 19 -3 1 SIMPSON HTS20 4 16d TOENAILS () HSOOR() 0 S 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (lndl nails at 6" n.c. U/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) WE t �� ❑ 1. 211 6�� A 1%" ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" V-9" 2'-4.' 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-T' 2'-&' 3'-2" 3'-10' 4'-9" 5'-7" 6'-4' T-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10' 5'-11" 6'-11" T-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-6' 3'-T' 4'-9" 5'-10" 7'-2" 8'-4" W-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM 4 ° SEE PLAN FOR °• ° . • . ° FOUNDATION INFO d' ° d' ° STEM FOUNDATION r GRADE _ nr-rr rr oar- nr a �r \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist e depth I -JOISTS BUCKETS N.T.S. �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @PIPE PENETRATION I a ' 4 c •• .. � 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Q SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION —\ 4 PVC OR SCH40 SLEEVE r— PL UMBING LINE LU NG d L Al • a 'd : d z • a � .. CO d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATIONFF PLUMBING LINE e G ° da G iI d a P� ; T IT a SEE FND. PLN. SIZE & REINF. a e�W V �y C W CJ Q.r F 1,o t,l .,°4 �,�e��7 E 1 i�,���•,� @0F pSS l i��Y 49SRCI�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. 0 W a I n m� xr o roiN O (V J C # u 0 00 QC�7 29 dl at u_ W q u-wa M� LL a Qj Y � LL aLy Z M 'Is .c my 0R 2 C� O U) Q ¢ ¢ z CLW IL 00 ci L6 a CN Z rn O a N O U U � (D W Ell V M � z N M o g z N z � � � N N M z .2 tJ o (U 4-J W N � O— w o LnLn c U W J E r 3 z•"..A, I U 3 zK ° c W M J o 5 Q ZE L L E: n c z a o o > N O EN U �° t� 20 5C V 00 7 U � < za� U E N � z wo ¢o az ire L m0 oz z _I �z N Cnz r OE go � o� "-z W J o w �~ �o a LE OU3 z¢ O J a > Lo N rn m m CD L � c cc J co N mD V /1 I\ � z _ T co CD LO T N M CM N o M Z N E CID•- m Z t4 c U c a- Q JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. SN 1 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "XI' @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB MIN. GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" APPLICABLE.( ) @ z SHEATHING W! 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHORINSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES AND @ 12" 0 C @ FIELD o ooN "( 55;5 ' sEoo� ? IS. SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ �co�jJ 2x BLOCKING HORIZONTALLY BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR v 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR o " o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8x6" "" JBOLTS BOLT 5/8' x 10 J BOLT @ 24 0/C W/ 2' X 3/16 BOLT INFO. "3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE MIN, 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6)1/4"x31/4" TAPCONS ) *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 350 #, MIN. TENSION 0# ARCHITECTURAL w/ 10 10d NAILS _ SPACED EVENLY FIBERMESH 2X PT PLATE ;FcJ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ( ) "' 2x P.T. PLATE ,� WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M E 4 1x2 PT WD FURRING 24" O.C. FINISH TYP. '- PER MFR INSTRUCTIONS w @ ASSUMED FINISHED #3 OR #4 REINFORCING BAR ! GRADE �, D D ° _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 1/2 GYPSUM WALLBOARD - ° FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] a =I 1=1 I I —III a A U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL LU 26" MIN. LAP [30"MIN. LAP] _ D CELLS(SEE FOOTING MONO SHOWN D °p o —I T I ITI�ILIT I I= ° • FOUNDATION PLAN FOR CLARITY ° D _ _ 6 MIL VAPOR BARRIER ;_ FOR LOCATIONS) p p o °o I= I=111EE 1=1 =1 =I —I - z #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER D ° ° 11= = = 1= = 1= ? ° I EKEMRA T #5 LAP SPLICE I I I 4 x4 INSPECTION _ — _ — — I • I—I-1 � 1—I � 1—I 11—I 3 1/4" BASEBOARD PORT AT EACH NOTE: g ° = 1- N COMP. SOIL. (COMPACTED TO ° e _ FILLED CELL TYPICAL *FOR BEARING WALL 1 l 11I 1= =1 = 1; T 95% MODIFIED PROCTOR ASTM � I-ITI=�ITI —III—I 11= MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY — — — —_— I c•) AT GARAGE CONTRACTOR I = 1= = = =1 1= =1 1=1 1= == I=1(=1 =1 = D1557) MIN PSI MAY VARY PER cn =1-1 I —I 1-1 1-1 1-1 1-1 1-1 1—I 1=111=111=1 1=1 1=111 4" 1'-4" MUNICIPALITY. — TO CUT BLOCK OR POUR CURB DUE TO SLOPE--- CONXW1.4WWFORCRETE SLAB W/ X6 - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SLAB INFORMATION. 00 _ 6x6W1.4xW1.4 6 MIL VAPOR D ° _ _ = Z 31/2" WWF OR FIBERMESH BARRIER 4 — min.) 4 a ° GRADE COMP. SOIL. ° (COMPACTED TO 95% — MODIFIED PROCTOR I I iTl ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS 24 O/C & c� SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" @ 6" MAX FROM END OF 2 x PLATE E „o „„ „ SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH "' " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OILA.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL PRE ENGINEERED WOOD ° ° ° 24" 0 2" x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 ;__ a ° ° 0 @ C) WWF OR FIBERMESH 31/2" WWF OR FIBERMESH TRUSS @ 24" O.C. U.N.O. I �I m . .. ° a ° a � a „ ? 31/2"MIN. CH 31/2"MIN. HURRICANE ANCHOR @ EACH I=I ((=�1 I (( 111=1�I I �' ° a a o a a ELEV. -0 -31/2 , , TRUSS (SEE UPLIFT scHED.) wi ' L=,,1 I_I=I I=I 11=� D • I I= I —III=1 I I=1 a ° e —1 L I -I I I ll—I ° _ =— I a a a s a 2x4 CONT. ° a A.F.F. p ° a METAL PL. UNDER EA. TRUSS ' �' I I-1 I=1 I ICI I=1 I=1 I=I I M I I= I I' ° ° d o b '. ° �I1- —MI--, [' 1/2"(min. 4" " =11 III=III=III=III II1=II III=I1� I d a N D — —I — _� ) D III—LfT—�1=1/2"(min.)-4 MOISTURE BARRIER I a a n „. a• I M M =III I I II I ° GARAGE DEPTH VARIES 31/2"(min. - 4" — — T 111=�- 31/2 SHINGLE ROOF ° -` -T I I I — f(II—T1=1� LTfI �I� T - ' -I I 111 1T— I —I 7TI r I —I I— H_ ROOF SHEATHING -SEE (2) #5 CONT. -' , "' TAT—' 'T' ;r (2) #5 CONT. 4" g - SCHEDULE - [RSH] - ON 4 1 -4 g FRAMING SHEET FOR TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. IN• SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" kS-4 SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT 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. OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14 O.H.D. RECESS z M .r ' I I I-L�I!I I�lII ICI r J.• ' A r I t . 4" ICI I pp �1 fib •�I I I� SEE A/S3 OR J/S6 �I I I ImI FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. co - • - - _ -(1) #5 REBAR w/ OPT. ��1— I 111 11 I �SCRE9t ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS d N M •.. M III ;I I � _ •. d. " . —I 11=I I � I' a I 00 I= III III— SEE A/S3 ORJ/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x \ 0� CONCRETE NAILS W 1 1/2'k EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 0? � _E 1/2" GYP. BD. HOLD GYP. BD. i PW Eonee C 1 AD nn\InnErr7 M 6 MIL VAPOR BARRIER INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" (2) #5 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) �� I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO —��- 2x4P.T. I 2x4 #2 SYP P.T. FRAMING w/ T ICI I I— Irl I �r PLATE I I I. SEE A/S3/J/S6 — ' - � 7i16" MIN 7l16 O.S.B. SHEATHING �` 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. _ w 0 SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE:3/4"=1'-0" S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL q MASONRY WALL AND AT 8" O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - —INSULATION PER CHART SQUARE CMU BLOCK BASE, d ON FLOOR PLAN SIZE VARIES PER PLAN CONT, FOOTING STEEL MAT REINFORCING. M ' CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS �j E �, �, FILLED SOLID (SEE PLAN FOR O° GRADE— 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) C7 J a ° • w =III=III 1=1I1=1I1=1I1=1' WWF OR FIBERMESH ; z W o = 1=1 — 1= 1= I— w o W n W =11 EEI I I 11=1 11=1 11 z o BRICK PAVERS or SLAB PER p o = -I I I —I • •' • °• _ - z_ — — _ _ — — 0'-0" FIN. FLR. COMMUNITY SPECS " I; — ° — — " II —I -III=III=III=III II III=III w I=1 I [=1 IT -I — ICI I— = I —I — I FOOTING BEYOND ti ...• . PAD REINFORCEMENT -� I —III —I—" „ "' • r " •�` 3 MIN. CLEARANCE �•'i SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH '• }' •� CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMINGr12 PATIO COLUMN FTG. DETAIL N S^ SCALE: 3!4" = 1'-0" `{J SCALE: N.T.S. S3 iit ;?Oft.. 6e 4A ����f�^ `r Gy' fie• e:s .� U 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. E 0 m ,n a0 N Yt LL W Q ajMv � a Y CLLa) 13 W U_ a LU Z 0 cco�_ � 0 E§'�N- = O - C/) ¢ ¢ a ILW a Iz N c) ern O Z O U U tq W E31313 o z W co Z n —o J <Z , - N coV) 2! C ' lV U 2 4-J c� to u.r O W o N C U w� J pE ml... Wa,0 Q o N o �w M o E z m° z® Q >_ ? o a Up v2 6 CL X U o< U o� of 04 ao°Z ¢z04 ww L U ) ¢ ❑ o' Nm m c o z F z � J c�qy <w �m cna om ZZ 30 ,z 3 U LL �o ¢ o a � iv r '_ o� r� L Y o _�< ° O > LO J O'^ m C7 L � � > CIO -' M N ^ ryo a O � mco � U CD CF) T (7 o LO r � r 0)M E c 0) C14 o Z z E O r a c°� _j Q o JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ T 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROU ❑ no PLATE EVENLYWALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRIOR FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)1Old 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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� CL TO DRAIN TO OPENING DOOR OPENING EXTERIOR ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ FDI ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W/ (1) #5 FOR CONCRETE PLACEMENT d a 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J � W-EN < W \\R >O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB i--8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ..,; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR 11177 MOUNTING BASE DETAIL SCALE: N.T.S. ° d ° a g SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S, S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFpN�00� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" ---- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR uvvn r nrur� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (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 GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R 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. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d �a d SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( )uj O/C FIELD � R a- 2x TOP PLATE co /V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE 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 % 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 . ' SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 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 Iz. 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. 8" :'OXIED A.T.R. t&NUT 'OXIED A.T.R. !&NUT DXIED A.T.R. ! & NUT ROOF TRUSS ABOVE Ir"- 2X BLOCKING a I I d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 + mill �Ojf `j fir' 1 ����t'",✓ • •�� `was ��O , C> z '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. H d E n N 6 2 93 0 2 � J LL � w U) cn��� w a Q aj M JLLL_ LL a Y aU 13 _ 2 m c O 0 l9 O W NZ W' m a Z coN M Z a N p � O U Z W ❑❑❑ N M o z � � z s� N U J z C5 Q) (D o CN 1 , LL 0- 0 W o N Ly N U wig= L =I to )C 0 ¢ 0 i sm o w 1!J co M m2 o S ¢ z z 2 4t' L.L c E Q E O0 z o �o �� > <� Z© oa (O �0 VO (� — XU 1'0 ,U 0 o¢ 7M CZ>O E (V z �o az rZ @ cJ �o o U m� Co �� z N J m ° aw EZ N N '0 o< z a0 ;z w � W W o �Z. w 0 �O O co a LO J > Lo C co c� L M � � J CD O Q U f— m V f� c N T CO O N Ln 2 n N r E o) M CV) N o z 3 (V 6; E O 2 r z m C a 0 _j Q o � JOB NO : 21-1073 SCALE : AS NOTED SHEET NO. S4 k- 0 x ram'-) 0 M 0 J CV O N N 0 v cn SIMPSON HGAMII W/ (4) 1/4"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 DETAILS (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA, END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •� BLOCKING 7(16" OSB SHEATHING END ATTACHED W/ 1Od 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/ 10d 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. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w! (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d &(2) 10d EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING FIRST (4) ROWS OF (2)16d OSB SHEATHING ATTACHED ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE If FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS O TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SGABLE WEB SECTION 2 ECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. 15 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co 00SEE STRUCTURAL - F CHORD BLOCKING N NOTES AND NAILING x Ix INFORMATION SCHEDULE FOR 111SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ _ 1/ ­ (2) 16d NAILS 00 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING x APPROX. 8" FROM 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE 2 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF ( ) 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 41/2) OR EQUAL (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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12 O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON —LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS $ SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. TOENAIL (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. BEARING NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE vEND YBRACING 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. 0 CORNERJACK C7 V a S < w z HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I ELL ON No No ON No NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 7" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE If FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS O TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SGABLE WEB SECTION 2 ECTION TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 55 SCALE: N.T.S. 15 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co 00SEE STRUCTURAL - F CHORD BLOCKING N NOTES AND NAILING x Ix INFORMATION SCHEDULE FOR 111SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES _ _ 1/ ­ (2) 16d NAILS 00 00 2"x4" CROSS BRACE 2X4 RAT RUN BRACING x APPROX. 8" FROM 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE 2 16d NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF ( ) 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 41/2) OR EQUAL (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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r—WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12 O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3 @ 4 O/C (2)12d TOENAILS NON —LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS $ SECTION rg ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. TOENAIL (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. BEARING NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE vEND YBRACING 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. 0 CORNERJACK C7 V a S < w z HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I ELL ON No No ON No NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. TOENAIL (2)16d NA 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. BEARING NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) SPACING "L" BRACE "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE vEND YBRACING 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. 0 CORNERJACK C7 V a S < w z HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I ELL ON No No ON No NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE vEND YBRACING 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. 0 CORNERJACK C7 V a S < w z HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I ELL ON No No ON No NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4"0. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I ELL ON No No ON No NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT NOTE: /-TOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT 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 IIiIs111'e , \ r ti s° 4✓�`1 rr • •� " C� =7 ✓ 11 co 0 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 Engineers signature and seal. H �o E 10 1 00 / O M c° qt \ O N N N J N O' 0 � � co 5) N rA � ID r- a LL w a a .Mv ° Y JLLu ° O Z m c Y 0 � mN� M- W U) a � � a LO N Cl) L O a O U U_j y W ❑ ❑ M � z N o 7 zco QQN z O Q Q v J d � N M N z a v C7 0 a-J cry w (� w U � OC) w S lJl c N N = -. v 6 w U )® 0 Y sm o w CD z z M O � z > N a. E w° _® E z C13Oa i- XO 00 o� o� O az dz M zo Y z , _ a 'm <W i N J 7� a z o�<o 0z a son Q °_ .w �k oLL �3 _W O w¢ a v za °3 �C:> J � L a� m L N � co ^Cm +� r T CO = N r 0 LO ui CO coco N o N z E O cc C C (LU J 'D 0 J JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S5 m Zz T �I F i�TT m Zz T �I F i�TT 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL 41�UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED IN 16" (TYP) ♦ ' 1x8 P.T. FROM EACH END w/MIN. 1X8 BLOCK@ SPACING n O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d JOIST MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL STD. 90^ ♦ ti;� @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS%* FACE NAILS 10d @ TRUSS VERT. — WEB 3/16" x 3 -1/2° DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 NOTE: LAP SHEATHING TO EACH END W/MIN TO PRODUCT DOOR JAMB (REFER TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" I ♦ BOTTOM OF BAND JOIST TYPICAL , ... APPROVAL FOR CO,*2',',EDGE x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & FURRING @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2L, NOTC F @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` I ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O-C. 3-1/4" DETAIL NOTCH WEB AT THE ' ±5" FIRST 2 COURSES ♦ K.O. BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. -A = 1610 # FOR 2 STRAPS FILL ist4 COURSES f EMBEDMENT INTO BLK.) 1/4" MAX .a SOLID W/GROUT 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK t ° SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d •`. 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION a 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR '&\' POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INsrRucTloNs. ' ° •. .. ° SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN �' •.. .� �.. ° •'' CONNECT W/ 8d NAILS BRACE/ BLKG. . N.T.S. n' • 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 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/2' WOOD ) () *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X0� FRyq TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + N CF "�Ty 1 r_On 51_01r SCALE: N,T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE+ / TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH " 1/4 x 31/4" TAPCON (1 1/4 MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED � '• . •� > "•� . /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° o. ° #5 BAR ', 21.0' 8 TRUSS + + SOFFIT " iD •. o• �O �• '.:s ° CENTERED Wi � BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON � + " ,� s ° N TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP .. s EACH TRUSS o o ° ' , n a • KNOCKOUT/ N i ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� MONO FOOTING (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -) BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT .> DIRT Z TO BE INSTALLED oe 2 UP PLWD. BUCK - 4'-0" MAX SEE PLAN 7 PRECAST LINTEL ° STANDARD CD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 9� HOOK N #5 BAR IN I TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, • -. • �. • -., , • - , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") .: �., ► ., : • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" L L r .• � r .• � �.- .• � �.- . �.- .• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. PER INSTALLATION DETAILS B_B ARCH DETAIL K HIP' DESIGNED ONLY FOR THE SECTION aC� ENTRY KII� SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0 SS = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S & (1d 1/2" NAILS STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD L "SET' z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6',0' EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE w w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 0 c� NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL c u w a I A REINFORCING AS FOLLOWS: SEALANT o 1T�1�T�—III=ITI=II r LL a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o= ——�( k I-a- _ PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o ° I I =' =III— EXISTING FOOTING 2 #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 0 G I= �� a � FILLED CELL FURROW. SMOOTH. DO NO- ,° I— c — - I�II�II� N „ „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT _ GRADE o. —I II I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP D G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cl p REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L16" MIN. COVER EA. WAY A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 = 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Pq7 1z,.v,., VEE z \� 4... *,e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q EOE p O U 10 v Co >` N C N 4 J 0 '.00 ��u�i 00 ik LL W N Q(6-, cn rN 0 a I W a LL a Y 13.� mLL I awl �0 Z =cc� 0o 1% Y. " O 0 W an 0 J �'@NC_O � a Z ILW IL co 'L N MZ a �070 U y O U W O0❑ z N o Z � N armL z N M z � � o LL 4 O N �Ln L.0 S C w (� r in U � I W J ® vim f— _ E U o= c U) u ¢ Y o ®0 N m C� w MZ o L`� 0- E E w° z _® oa N f— r0 2 O x -,0 U O U CD � o ¢ z L ro U) = _ z r U D C) C) U, Z J N m a Q z z rn N Q H LL g° a mw ¢p o, �3 CDw� J z >° zU aRT3 a °O i �L J O 0 L � cc � > J C') N._ m O C T (0 = 04 r T CD O N LO T I ai 04 T- M M N 0 cc z E O cc C cc a 0 _j Q p JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. SS 3 m 0 i a 0 i a E N E 0 S 0 J N t7 0 E v i .p i a 0 O J CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAYBE NAILED ( ) w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VY/ L-rvu `Lu LrlVl 1 r IIVVV YY 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 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. '--LWOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE -\ 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS F SSLPAF TOP INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION — MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL c MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ° SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ 14 SEE PLAN ) 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE tOOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" OSB FLITCH PLATE CONNECTION INFO 11 REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCDICATED ON HEDULE/PLAN OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `-• MASONRY WALL BELOW: SIMPSON a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL I 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN aa, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. .4 TO GABLE TRUSS Q 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 1ZK1r=%A/A I I n CAITM\/ CMr1A1T \A/A I I 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS v E3 El OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR FLOOR TRUSS, 24" O.C. MAX. (ATIt BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/-- L (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 YliPll71# `X\1�Y�7€3Ia `` \§N W N �?,O -y ,•SSE ' 4-3 L 0 4'•'•' 1 _F r/�Itl#1114t11' \ 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. Lo 4 E o 5 O N # LL 0 Ua �' in�aPoa U- ui 0- 0 0 11 Q fN7 O � (1 Y JLLLL a u 0 101' Z ��y r°o O~w 5'@Nco O W 05 0�rn a N M Z d' Lo O O UIL vVi W m 3 CJ ❑ C] z og z z 00 s� ®c 13 ^- M C1 a) (D o +-j (a Uj V O � f6 LU o � w �- wa _ e L 8 °I Ua� N 'o <o N � o W ¢Z o0 < 2[E Zo g,o >& <a Z® E $ w° <= o� Ca B X O as 00 DO OQ Na L z ¢W¢o W w �� W " ro () C _ ¢ 0 z 0 y U n O O LL Z J a°0 s` z to N S O 1 O a w �M Q ap =G _ F� 3 �w Y =r NJ O co W 00I ¢ 0 3 _C 0 > Lo Q c� L N o M Z O Q CL U C0 L � n co = CV T TT (D o Lid T, .J.. r N r W CO M N o Z E r m Z �° a U Q O JOB NO: 21-1073 SCALE: AS NOTED SHEET NO. D1 M O J n 0 0 [p c ai v x 0 J 0 i i 0 > v 3 Q 0 v a E 1.2 N E 0 0 c 9 y a> L� U 0 8 2 8 'o i o.: c 0 v U J a> r No ° 0 0 d CD 0 N N 0 0 W m v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK R. 2) SEALANT JOINT 5) SEALANT FROMINSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6 TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING BILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO" BOTTO FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER ✓E BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING 4SHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK V-4" PFR PI AN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Z a W a- W W U W X Ir W o W DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 1�4 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building V. appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. I R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based A A sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The V 20 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING �' CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZEDASPHALT NEEDED IN CORNERS ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING SELF -ADHERED FLASHING--- shingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as contraction, flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. F FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER I 3-1/2" INCH FLANGE III THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS t�S� STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 C'V N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W 4 E 8 O M m r# N � N � J LL fp V0 0 C y ',Dn 5 co � J it " w 0 (nr�I-L-0 N o - W a a - Q JLL� a uJ 3: Z 130 v° :°8 7 'N N fD 0 ~ w O13 J W �gQjO' Co ¢ M a Z ILL LLW a N CO O0 W N 0 U � � Z W ODD a) 2f M Z N m o � Z � Co Z r; Q J sZ � � N M Z a Co U o Lu, M a 4 U O-� w o to c w �V) U W J 8 L U 'o N � soy CD co ¢ o z Q 0- E ° ❑a ca @o 00 o - OE pQ O az a> (n C C y 0 °� z, v y m < ]�w Z oa go a mw U w a r CD =3 o co w¢ =aT°� >O d- C O 0 N i > Lln J m m L N M CM -I N a O (D AQ li m I� I- ^C,, o N CO O LO T I �± r- N N r ci w M rn co N o z :3N E QC ,- Z U M CD a Q C, JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. W P I k Ilillounting Brackets (10 Gaugel, +V2'x4-1i`2'x2-12' Tr Bill Cross supplairt See Anchor khedule (May be cut W Wr Right StadMt (16GaUge) Belts 11TDiXA325Galv. (Typ') D • #14Self Drilling A/C Unit Sortum Edge (Typicab31rr front) Washers Front Cross Support Self-Lockirilig Num (May be cut to W) Left Brad(et (16 Gauge) #1 - 4 Self -Drilling SqeviisThru Brackets Ball Support into A/C Unit Rottorl Side (Typical: 3 each side for hurritane use) INSTALLATION INFORMATION Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I " : 1114=2 Code Entity . Data Date 0.1. Pel Data ,Typo version Manufacturer Comact Engineer L Loartil Validated lay Vafldid Submitted FED Approval ftartl Status Revision 2020 D-1 Metals, Inc. Jesch Shumate Zachary R. Priest Locke Bowden P.E. 08fl 012020 08.109/2020 080012020 1 Oft 32020 Approved Cilil.tical Roofing (502) 303-151 1 PE-74021 (334) 300-1 SOD S.bCall.liciry: Metal Rooting ishu-ta0_drexmet..m C.rr.pH- Method: EY&W.Von Repent from a Florida Registered Architect or a Licensed Florida Professional Engineer EUUUU61!roducfs Quality Assurance Appro-d for Use Approved for Use Impact D.Im Sea # Product Model. pr Product Derealption Contract Expiration Dale Ind Outside Hl Resistant prainsturs, I I M cling Systems DMC 10ONa, DMC 15033, DMC 1753, OMC 200S, 12131121125 Yes No N/A -01-180 )MC 5V Flonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 11= Cnde aviIi 11 It ligg: i i stg1i Entltyor Its 291 get, Pordina 291 version Manufactures Contact Validated By Validated Dulbralfted FBC Approval Aow,,d Affirmation 2020 Small Vent Products Inc. Michael Graham Har"as F. Nonal P.E. Locke Bowden P.E.12P82020 1211612020 I22W2020 Approved category; 51ructu'.1 Components (877) 441-8368 PE.73778 (334) 300-1600 Sulb,Caagory: Products Introduced as a Result of infailIsmartwhi Now Technology Ccanpil-race Matfiml! E.W.H. Report ft. Florida RZIstahad Architect or a Licensed Florida Professional Engineer =Iftl!"Ithrr I Nana Product Dirsodijer, Quality Assurance Conrad Data A,-"d foir Use Approved In HI for Use Will H%Q Imul Resistant D-1- prinsil I 1 91540-610 Ot Function Flood and VenliI.H., Vent Y:1. Yes NIA + 000 2 Bill I Mod& #1540-511 D. F. d' 1. Fl.d.nd Ventilation Vent 12t3l(2020 Y Yes Z +100 M.de1#1540-520 Insulated Flood Vent 12131 a,20 Yes Yes NIA /A .100-100 D01_;0D I �Model#16 0- 1 Insulated Flood Vent 1.12020 Ye Yes M .1 Do- 00 5 Van Mod#15440-55224 IS&quot; Garage Door Flood Vent 1213lf2o 2 0 Yes Yes N/A N /A 6 SneirWel Model 0154 570 Wood Wall Insulated Flow Vent IZ,31)2020 Yes Yes WA 100000 7 S= Model 91540-574 14 Wucl; Garage Dow Food Vent 12/312020 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of ' IM21)2i Code Entity w It. Dale Data PandInat Dag. versiam Marmalfactu- C-- E,,Ih,r& Lt,,, VAII W Validated Submitted FBC Approval Aptim,"d Status Reylsion 2020 Therms-Tru Corporation St., J.'Pims. Lyndon F. Schmidt, P.E. Ryan J. Knot, P.E. 071230020 07/1212020 07/292D2D 10113M20 Approved Category: Extanw D­ f800) 843.7628 PE-43409 1813) 767-6555 Subcategory: Swinging FAerm Dom Assemblies sJ.sq.rsM0_th ... tl to Cornpl'ano. Method: Fel-lion Report from a m Florida Registered Aml me Licensed Fiords Prof -local Engineer FL92glittiI Products Quality Assurance Approved for Use Approved for Use Irripect Destan S.a k Product Model NUMIK,rName Product Description Contra�DlAft In HVH7 Outside HVHZ Resistant Pressure 1 Fiber Classic S..dh-Slav cu Nchl 8&#39;8 &m;Imp.ot&q..t; Op.Wc No Yes Yes NIA Composite Edge Fiberglass Single Dow (Insavirlwouttl X "n"'gur'll") 2 b. Therme-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 to'l;Impaill Opaque 1213if2021 No Yes Yes N/A CoEdgeFiberglass ' Single Dow with SII (Ins"Irig/Outswing: XO, OX or OXO comiguradon ) 3 c, Theml Fiber -Classic and Smeoth-Star Nominal 8&419;8 Aqu.tjhnpaotaqu.c; Opaque 121312021 No Yes Y. WA Composite Edge Fiberglass Double Dom with or without Sidlitiftes (Ims.i,III XX or QKXQ comigurstlI 4 d. Theme-Tru Fiber -Classic and Smodh,Star Nominal 8&#39;0 &q.w;Imp.cAqu.t; Opaque 121312D21 No Yes yet N/A Composite Edge F,lbal-gilliss Single Dom (Insm,no/oWswIng; X conligunnaff-) 5 e. Thermo-Tru Fiber -Classic and Smooth -Star N Nominal 8&#39;0 &quwImpac%q..t: Opaque 12(31/2D21 No Yes Yes N/A P. Ile Edge Fiberglass Single Dow with , Side fil (Ins,eirwoutswirat: XO' OX or OXO comll'uratior.) 6 f. Therma-Tru Fiber-Claselo, and Smooth -Star Nominal 8&939;0 &quot: impactAchuct; Opaque I MI /2021 No Yes Yes N/A Composite Edge Fiberglass Doubt. Dow or th without Sldolt.s (In-ll;outl XXOIOXXO -11OU"Moral) 7 g. Thermo Fib-Cl.,,sc and Smooth St., Nominal 8&#3' 6 &qdJmpa,Aquot; Glazed 1213112D21 N. Yes Yes N/A Composite Edo. Fiberglass Single Dow (Ins-glCutswing' X ""N"i a In . Therms-Tru Fiber-Ciasso and Smoolh-Star Nominal 6&939;8 &quot;Inmpaqt&qUot: Glued 12131/2021 No Yes Yes NIA r _ompoelt, Edge Fiberglass Single Dom with Sidelit.(s) ttr­glaucl XO, OX or OXO confliguratim.) 9 I. Thera -Ton Filb-Osseno and Smwin-Star Nominal 8&#39;8 &cumilmpaclAquot; Glazed 12/31/2D21 No Yes Yes N/A Composite Edge Fiberglass Double Dom with m without $delites(inswing/OuisMng:XXorOXXO owilIgundZs) Quality A.S-- Approved for Use Aw-adf.U.op Impact Persian Sao # I" Name Product Dersorlob- Contract Expiration Date In HVHZ Oubliette HVI1Z Resistant P.... 12 ===611. and Smomin-aw Nominal 8&939A &quct; Impact&quot; Glued 12731/2021 No Yes Yes NIA Complete Edo. Fiberglass Double Dow with a without SIdelites lInswinglOunswill XX or OXXO oontigurations) January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS I IFL20461.1 I I A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) + 67.0/-67-0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67-0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80-0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40-0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.1 0 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL1 7499-2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55-0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60-0 psf 4/3/2023 PGT Series 5520 FL243-5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A- SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75-0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124-1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202-1 +97.5/-97.5 psf 12/10/2025 E_ ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849-16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GuIfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869-1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc_ Truss Plates FL2197A - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be -;I- kt- 4- 4- 1­earlA Ylf1A4-aw -- 4,11- oil11 4 X AhY1aa -f tt% - --A. - + I Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1,W2021 Product Approval Application Detail F&K br 20 211111 Dabilaiindina "I EM Varl. Manufacturer Contact El & U.... vandal Siralidated Submitted FSC Approval Ann- Met- ReAsion 2020 Thwhl Corporation SteveJasperson Lyndon F. Soli P.E. Ryan J. II P.E.P,E. 07/2Z=20 OW12/2020 0712S2020 1011312020 Approved Category: Esterlor Doors (800) M-7828 PE-43409 (813) 76-1-8555 Subcategory: Swinging Etterlor Door Assemblies sJaspwswl@dmmmatruoo Compliance Method: Evaluation Report from a th Florida Registered Architect or a Licensed Florida Proficesimed Engineer F Quality Assurance App-ad for Use Approved far Use I.... Dealm Sep# N-11i or Name Product Dilrecripff. Contract Expligifign Date In HVHZ Outside HVHZRest taut pressure I =1. Filber,Classic and Smoothl Nominal 6&#39;8 &Quot;Impal Opaque 12MI/2021 Yes Yes Yes NIA Composite Edge Fiberglass Single Dow (Inemng[Outmil X c.figuration) 2 b The-Tru FiberClossic and Smooth -Star Nominal 68#39,,8 &quot; lmpact&quot; Opaque 12/3112021 Yes Vas Yes NIA Composite Edge Fiberglass Single Dom with Sidl (Inswing/Outinviing: XO. OX or OXO configurations) 3 c, Therma-Tru Fiber-Classip and Smooth -Star Nominal 6&#39;8 &qW;Imp.ht&qud; Opaque 12r312021 Yes Yes Yes N/A 0-poste Edge Fiberglass Double Dow with or w4routsidelites, linsering/Outswing; XX or OXXO corligur" on.) d. Tl-,Tr, Fitter -Classic and Shrooth-Sht, Nomin al8&#" 0 &ru&:ImpaCt&qUct; Opaque 1213IJ2021 Yes Yes Yes N/A Composite Edge FiI Single UP. X ".figuration) 5 eon Th-Tru Filb-Clamsto and Smooth -Star Nominal 8,4390 &AUqCInnP.qi&qDcl Opaque 12i'31J2021 Yes Yes Yes NIA Coml Edge Fiberge. Single Dow with sdI (Ins'"'glou"*h"' XO OX or OXO configurations) 6 f. Therma-Tu Fill ...to and Smooth -Star Nominal 8&#39:0 $,quot,,imp"i Opaque 12/31/2021 Yes Yes Yes N/A Compoaft. Edge Fiberglass Double Dow with ol, �ilhm, , sid"It" (Inswing/oulswing; XX or OXXO configurations) 7 g. Tb erl FloorClut,le and Smooth -Stir Nominal 68ti &quotAmpacMcluct: Glued 12t312021 Yes Yes Yes N/A Comp Edge Fit ergliussSingle Dow (In-ng/0 i"t-mg; X 8 h. Th-a-Tru FIbe,C1 ... to and Smooth -Star N-1111 60"3&qUaLIMpactl Glued 12/3112021 Yes yes Yes NIA Composite Edge Fiberglass Single Dow with Sl linvielig/Oute,wing: XO, oXwOXO waffrunotion I 9 t, Thane-Tru Fibet-Clarsc and Smooth -Star Noll016d &quoqIMpadl Glued 12131112021 Yes Yes Yes NIA Composite Edge Fiberglass Double Dow 4h a without Sidell (ImrwinglOutiraingtXX or OXXO c-11"ural in 1, Therml Fiber -Class c and Smooth -Star Nominal 8&#39;0 &qu.1;Irnp..%q.l Glued 12131120211 Yes Yes Yes WA Composite Edge Fiberglass Single Dow grswlngfol.thnulrgX.chillitiral ti k. Theml FlierClassic and Smoogr- N ; clud; mpa t quot; re 12/31/202 as as as Composer Edge Fiberglass yinote Doorwitn Sidelita(s) (ImilaftlipOut5wing: XO. OX or OXO configuratl.sj 12 1. Therma-Tru Fiber -Classic and Smooth -Star Nomura! 8&939;0&qu ot; Glued 12/312021 Yes Yes Yes N/A Composite Edge Fiberglass Double Comwill m without SidI (in wimt/oUtswing: XX or OXXO comligund on') 13 in. Th.=�Tru I'llber-Clasell S-oth-Star Nominal SIL39.A5 &quct;ImPAotl Opaque 12M112021 Yes Yes Yes N/A Composite Edge Fiberglass &hot. Ducal 0,WN-Impil SIdefilte(s) anwing/Outswing; XO, OX or OXO conliguratims) 14 rion 7horma-Ton Ftlur,Cll and Smooth -Star N 1 aI8&#M;8&qu0;Imp.ct&cPch;OPqua 12/31=1 Yes Yes Yes N/A C:7.it. Edo. Fiberglass Double Dom With &W.CNI-Irmwill saviors(Ih'w1nV00_hg; OXXO conflitural 15 a Therma-Tru Fib-Clessic and Smoothl oll 8&#39;0 &qum;Irmracl Opaque Nominal 1229/2021 Yes Yes Yes NIA Comp"re Edge Fiberglass &.91. Dow with Slidell Onswfing/Outal XO, OXw OXO comiligurations) is p. 7h­7ru Ph-Claselo and 8-th-St., Nwhimd 88439;0 &qecqImpct&qu.t; Opaque 12/31/2021 Yes Yes Yes NIA Composite Edge Fiberglass Double Dow with &quGt;Non­Imdactl Sidefities (InswingtOutshuing; OXXO confliairall") 17 q. Tbarms-Tru FlIceir-Cl .. to and Smooth -St., Nominal 6039,8 8Auot;Nm-In1Pac1&quqt; Opaque 12r31/2021 Ye, Yes No NIA Composite Edge Fiberglass Single Dow (InwinglOultsaal X onligumflon) Is r. 'gremrsnTru Fib-Climil and Strooth-She, Nominal 66#39;8 &qu.;Non-Impact&quot; Opaque 12/3112021 Yes Yes No N/A Composite Edge Fiberoles Single Dow with Sidclite(5) (I.-IrgI X0. OX or OXO ,miligur". s) 19 s. Themne-Tru Fiber-ClassiF and Smooth -Star Nominal 60%:11 &quoqNon-Imput&quc1; Opaque 1213W021 Yes Yes No N/A Composite Edge Fiberglass Double Dow with or .ith.t&d.10. (Inswi.g/O.tswing; XX or OXXO configurations) 20 1. 11norml FibenClaallic and Smooth -Star Norninal 8&#39;Q &quot:Ncn-Impacu&qu0I; Opaque 1213112021 Yes Yes No N/A Composite Edge Fiberglass Single Dow trawingto.tawl'ol; X o' "a""') 21 u Therma-Ton-Cassic and Smooth-Shar Nominal 8&#39,0&qum;Nm-Impscl Opaque 1213112021 Yes Yes No N/A Composite Edge Fiberglass Single Dool SIdellte(s) (Irriving/OutswIng; XO. OX or OXO cohliguraflons) 22 v. Therms-Tru Fiber -Classic and Smootll NMI, &18&#39:0 &qu m: Non-Impaliklud; Opaque 1213112021 Yes Yes No N/A Composer Edo. Fiberglass Double Doo with or with outSil (i-mg/04tswing; XX or OXXO configurations) 23 w. Thermal Fiber-Clatericand Smooth -Sher Nominal 3&ia39;8UuwNan-ImpeoMquill Glued 12/3112021 Yes, Yes No NIA Cilintipacift. Edge Fiberglass Shot, Do. lin-Ingto.1-mg; X .-figluval 24 x, Tharmil Fiber -Classic and SmoollStar Nandral 68#39AUDwNw-friptolkil Glued 12K3112021 Yes Yes No N/A Compoefte Edge Fiberglass Single Dow with Sidelite(s) (InsavingoutswIto; XC, OX or OXO configurations) 25 y. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &q..:Nor-Imp.t&cI1.l Glued 1291I2021 Yes Yes No N/A C"posifte Edge Fiberglass Double Dow with or Without SidrIft. (InswingMutswing; XX or OXXO comftgu'litlqhs) 28 Therme-Tm Fiber-Clilissic and 5moollSter Nominal 8&#39-,0 &quot;Non-Impact&quoI; Glued 121312021 Yes Yes No NIA Composite Edge Fiberglass Shot Dow (Inswing/Oulaw no; X configuration) 27 a., Thermo-Tru Fiber -Classic and Srrocrh�Stlur Noll 8&#39!,0 &m1m;Noh-Impa,l Glued 12MI12021 Yes Y. No NIA Composite Edge Fiberglass Single Dow with S[delftef.) (tinanwing/outsi XO. OX or OXO configurations) 28 zit. Thera -Ton Fiber-Clilssi-rd Smomr-Ster Nominal 8&#32,0 &q..t;N.­Irnp.ct&ql Glued 1213112021 Yes Y. No N/A Composite Edge Fiberglass Double Doorwith on Without Sidelthel (Inswing/Oute-Ang; XX or OXXO configuralions) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pats 1 .12 lkrml a 1 a 2: r-cle Entity or Dot. Date owe laintell". we Tvos version Manufacturer Contact Errolintair & Lteams. Validated IW Vdated Submitted fSC Appirl ally Approved status ReVillon 2020 Therm.-Tru Cottoned. St- on Jaspe'lLyndon F. Schmidt, P.E. Ryan J. long, P.E. 1013/2020 071122020 0713M020 101132020 Approved Category: Exterior Doors (800) $43-7828 PE-43409 (8131787-8555 SUbcategrory: ',*tRgllg EXftlrlor Dow Assemblies elaspersonGtherrearl Compliance Method: E,,aII Report from. Flondle F egiserad Architect or a Licensed Florida professional Engineer Quality Ass,u,anca Approved For Use Approved for Use ],-Q( Dsilgh sea# P, "b" "I" Product Description Contract Expiration Data In HVHZ Outside 1I Resistant pressure. I =lb -Classic and Smooth-Sbir Nominal 6&#39',8 &quot:Non­Irnpact&qucI; Opaque 12f31/2021 No Yes No N/A Composite Edge Fiberglass Single Dom (Inswing,lOutswing; X configuration) Florida Department of Business & Professional Regulation Pile 1 of2 Building Codes and Standards V62021 Product Approval Application Detail sellsillealml Call Im 'a !1! 11!111 Ilia i lia Is al ;I Entity or Date Data Date Reheard Date jygg Veri loss Manufact" Contact EndMar & Llcenes Validated Ill Validated Submitted FBCA=roval App-c! status Re,Al 2020 MIW,d.-andD Brent Winger Luis Roberto Lomas Seven M. Ufl.h, PE 10/06/2020 10/062020 10/1912020 12/15M20 Approved Category: EA.0m Doors (717)385-3300 Ill (717) 317-M4 subcategory: Sliding Ederlor Dow Assemblies bsrdingerQmtwd.c= Compliance Method: Evaluation Report from a Smile Registered Architect or a Licensed Florida k32,11113 Professional E,gfh... F Pi Quality Assurance ftraineed for Use Approved for Use Impaucl Deal- 8.00Number or Name Product Duscilption Contrast, Explital- Data In HVHZ Outside HVHZ lit-l-AW& Pinissure 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 12J3112024 No Yes No N/A 145-3/4&qucCx60`ql NON -REINFORCED 2 SERIES 420ALUMINUM SOD SERIES 420ALU.11111. SGD OX, XO, XX 1 2/31 2l No Yes No N/A its �&"uqix.'ciuqq NON -REINFORCED a SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OXO 1213112024 No Yes No N/A 145-3/4&quot;x96Squol 4 SERIES 42DALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, I2/3I/2024 No Yes No N/A XO' XX 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 42CALUMINUM SGO REINFORCED XXX 1213112024 No Yes No NIA 143&qum:x96&qud: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Oc I 115IM2 A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.G. i of 2 VVI Code Ei or Deal RM Date leandina OgleCode Entity or Data Data Dade, Pending Did. mm version Manufacturer contact EP-in#. & "a"". VIldtd By Validated Submitted FBC Approind Apirroyed 231111111 Type viabdon Marlurract., contact Engineer 4 License Validated By Validated FDCAppol Approved status Revisionst 2020 PGT Industries Jens Rosol Miarril-Dade BCOO - CER Mlarri-Dade SCCO - VAL 11/19/2020 IMM020 11124r420 Approved ReVs., 202D Wryrs-Dhfton bd1rIa. .fOverhead Dow Dwayne, Kwhish John I Samm Jeffrey P. Amescm, P.E 10112/2020 MS/2020 1012312020 12J152020 App-d Category: Exterior Doors (S)l 486-0100 (78613152590 Corporation (330) 70-8121 PE-51737 (904) 921-5200 Subcategory: Siding Exterior Dow Assemblies yus-killigpUthalle,16- Category: El Doors dkonnishOMyne-chilictic Connibilarics Method: Certification VArk a LIStIng pool "utiCategory: Sect alEXtarl DowASselliblift I' wr Compliance Method; SIualloh Report from a Florida Rgat ... d Anchil.cit or a Licensed Florida Quality Assurance droved Use Appironned far Use Inumal D.alw P,da.i.al Engine., 12 or N =71 Product Description ntract Ion Date in HVHZ Outside HIVHZ Reefistant iiLiiig�*l P, 9 Impact) Mrol Slicing Gass Door 04 1 Yes Yes Yes N/A I Quid Ity As--. Approved for Use Approved for Use Impact Desion All Product Model. Number or N,- 3 105 Product DmrMlon Controel Emlrallon Date 9&#39; Max width 1403g; Max height. Gluing 12117013 Ind N whild. HVHZ Yes Resistant Yes pressure 131.001-35,00 available in top or intermediate section. 10 800018100,32DO #1123 16&#39; Max Idth. 14&#39; V.. height. GI.Jig 2J3 M23 No Yes Yes -30.00/-33.50 al In top oirlint-redide.ection. CU CCS > Q 0 co 0 = Co = 0 .0 LL 4- CU > .(n - (n -0 E 2CD- co -0 CU ri W J CC_ n CU 2 CDL 0- a) cn W C M = 43) ;Z __J Z SHEET NO. PA 1.0 b Florida Department of Business & Professional Regulation Page I off Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Page I of I Building Codes: and Standards 115rm21 Building Codes and Standards tlsrm2/ Building Codas and Standards I52021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail code amity Qt age Date Date Pending 2991 1EntIty g lit£ 2" Dare Pending lit@ Code Entity or Data two Date Dale Pandma Cal. Date Tape VMelan Manufacturer Conrad Endnear & Llcerea Validated By gild SubmittedFBC Apprrrval Approved Status lYSt veml.n Manufacturer o,dnearB License Yalltlated By BCAp.rowl .Cnolata. 3tas➢atgt! �IOmBtetl F Aggrg3fas i#tatYS 1j(es Version Mamdaemrer Carted En.lneer8Journal Validated Ev validated Submitted FeC Aooro al Pmoroved Status Revision 2020 Cumes Division of AADG, Inc. Tom Rahay UL LLC Troy Bishop, P.E. 12H012132D 121012020 12212020 Approved Revision 2020 Ml Windows: and Doors Brent SNhnger Amelien Aichit.dural Steven M. Ulrich; PE 1V17i2020 11/1W2020. 1127/2020 Approved Affirmation 2020 PGT lndustdes Jobs Rese-ki Miami -Dade SCCO -CER. Milmi-Dade BCCO-VAL Iitt/52020 11N52020 1111.12020 Approved Catagary: Exler-Dons (641)494-2813 (954)947-0800 Category: Windows (717)365-3300 Manufacturers Assoclation (717)31T-B454 CMeg.ry;Wnd-s (941)488-0100 (786);315-2590 Subcategory;Exterior Door Components P t.m.rade assaabl .co oy0 Y@Compliance Subcategory;Sin le Hun D bsrllin a iwd..rn 9 rgm Hung rosowskl tlndualdes.c I- @1Pg. Compliance Method: Cemficahon Mark a Listing m Compliance Method: Cartificatlan Mark or Listing P ➢ Compliance Method-. Certification Mark a Listing Met oil-. R t 7%its PrpfaldII ; .:.: ` ' e: .: �, 4+, .,,�: -- ':.:" '. ' :'. ,, , �,, , , :.",, >. ,_ .,. , : , ' - _,,..K , .,,..,a ,- * ..'- 9 ProduG Model. Numper.Y Name D III pproVed fa Use pprowtl ipr Uae ua yAssurance q A Product DeserlWlon Contrail Emlr-dlorr Dale In Outside HvXZ Ion d DeM _9R Rest a su FLN179.R29-Products ,� .�' ;,-,. :.:, . 1., -" r2udhv Assurance Aoorowtlfor Uss Approved for Use p d Ion Design 2 185 SH 52x72 Fin/Flan From IGISG Single Hun 10X18T2023 No Yes. 9a 9 No t601-60 a„- , r , . � „ . Oualliv Assurance Approved for Use Approved for Use IIDPII$ „ ?9i19D Sep # Product Model. NumbN or Name Product Descrlo6on Contract Expiration Data In HVHZ Outside. HVHZ _gt Resistant Parallel LenmNM Glass ass, A Product MaaN. Number or Name Product Deurlop. Contract Emkallon Data In Ill Quill HVHZ Resistant P--,. 1 607, 707, 727. 747. 757, 777, and 847 Single and Pairs of Flush. Glued, ..it Louvered single and pairs of 12/312025 Yes Yes Yes N/A 2 SH5500 (Large Missile Impact) Vinyl Single Hung Wind- 07f302625 Yes Yes Yes NIA Doors hollow, metal doors, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d2 If51= 99A.. Entity or late Batt [me p& lum Bps lYpe Varslon Manural Contact annual &Lic¢rttre Validated tW Validated Submitted FBC Approval Approved Status Revision 2020 MI Wind -end Doors Brant Bringer Amadcen Athtteduml Steven M Urich, PE 1122/2020 1 V22I2020 I1282020 Approved Category; Wind- (717) 365-3300 Manufacturers Aesoclallon (717) 317-8454 SuhCategary: Fixed bsiflmger@mtwd.can Compliance Method; Certification Many a Listing 'FlYYS]49-RAd'Rbducb.. - `. :. " Sea # Product Model. Nupper or Name OgMW Assurance Product DeaeNptlon Contract Exdrotlon Date A.a'owd for Use A.proyetfor In HVHZ Outside Ufa Imeas! HVHZ gyy(stagt 2es1, ppJeseure 1 1&5 PIN 73.72 Insulated Glass 041032023 No Yes No +60%60 Florida Department of Business & Professional Regulation Page I of Building Codes and Standards V6=1 Product Approval Application Detail Code En i .r Date eta Date Ranging Val Mmufaclnuor Contact Endnear & License Validated By validated dated SuhrdNad FECAoomval Approved Status Revision 2020 James Hardie Building Products, Inc. Chad Diereks V_ Andrew Tan John Southard, P.E 01/05/2021 12M42020 O1N6202A ding FBC APpn Category: Panel Wells (909) 545-6358 PE61652 (352) 36/-2526 Subcategory: Siding .had.dlorcks@Iameshardl Compliance Method: Evaluation Report fipm a e.com Florida Registered Architect or a Licensed Florida „[Nt'3197k8 F Professional Engineer Pa Yr Sep # Product Riedel. NurMw or Name Product Deserintlon Quill A,, Contract ExdrMlon Data Aporowd In for Use Approval Hill Outside for Use HVHZ ],-of gars- Resistant Pressure 1 C:ri lank Lap Siding flbencement lap siding 12/31/2023 Yes Yes MIA NIA 2 HrdlePlank Lap Siding flber-content lap siding 12/31/2023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards i%20mi Product Approval Application Detail Florida Department of Business & Professional Regulation page I at Building Codes and Standards 1F=1 Product Approval Application Detail Code enrgtvor Cate We Date Pending Dag Tye Version Manufacturer Contact Faglncer&License VMldated By Validated Submitted FECApproval Approved Sfdus AMmldlon 2020 PGT Industries Jens Rosaxski Mlmri-Dade BCCO-CER MI Drl BCCO-VAL 11/052020 11/052020 11111/2020 Approved Category: Wril (941) 486-010D (7e6) 315.2590 Subcategory: Fixed lroseisN@pggralustril fiompllance Method: Certification Mark or Listing an ::-F Produetr - - I -1 - - - OuaIIN Assurance Approved fa:Lha Approved for Use 1N1RM 9sp # Product Model, Number or NaMs Product Decsrtdlon ComraGt EmlrNlon Date In Hill Outside XVHZ Resistant ,p(§§§gjg 5 PW-5520 (Large Wallis Impact) Vinyl Fixed Window 04M2025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Pagel NI Building Codes and Standards Ir612021 Product Approval Application Detail Codes Entity or Data Date Date Parking palg Type Version Manufacturer Contact Endnear&License Validated B, Validated Submitted FBC Approval Agpjgye� status Revision 2020 Aside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P_E. 10262020 10262020 11IM020 12/152020 Approved :Category: Panel Wells (330) 922-2389 PE-43409 (413) 761-6555 :subcategory: SdOts nthompsonCidede.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida IFt.%iS212.33 praduds Professional Engineer OudhvA,s - A,-dfor Usa Approved for Use Imond 2191 Product Model. Number or Name Product Deseriptlon Contract Expiration Date In HVHZ Outside HVHZ Rasbdaot P-, 1 if &qud;2T&q..L Soffit Vent or Sold Vinyl Soffit 12/312021 No Yes No NIA. 2 b. &nud;Allonce T4&qud; Soffit Vent or Sold Vinyl Sofa 12/31QO21 No Yes No WA Florida Department of Business & Professional Regulation Page 1 dI Building Codes and Standards I/eM21 Product Approval Application Detail Florida Department of Business & Professional Regulation Page i NI Building Codes and Standards 1612021 Product Approval Application Detail Code Entity, or own III wt. Pendlod Offie Version Manufausursr Contact Endneer&Llca e. Validated 8, Validated Submitted FSC Abi l Approved Status Revision 2D20 MI Windows and Dons Brent SN9nger Luis R Lomas, PE Steven M, Urich, PE I01082020 I01D62020 10/192020 12/15/2020 Approved Category: Windows (71 T)365:3300 PE-62514 (717)317-8454 Subcategory: Mullions bsltlmger@mlwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prctessimal Engineer Firit"ai53»a Rorer, :, ,; s, ;,' ., ., -i Atgtl Reel Model. Number or Name Product Description taualhy Assvann Approved for Use Approved fa Use Contract Ez"Irin Date In Hill Out ride HVHZ Igualagl Domm Resistantpressurris 2 5784 Vertical Aluminum Mullion 12/312024 No Yes Yes NIA Florida Department of Business & Professional Regulation page I of, Building Codes and Standards I/8/2021 Product Approval Application Detail ,Cod. EuHtIbr care, Data Date Pending Date y(ii Version Manufacturer Contact Enolneer& U.snss Validated By Validated Submitted FBC. Approval Approved Status Revision 2020 GAF Michael Bush Robert Nieminen John W. Knezevich, PE 09262020 OMIM20 10/022020 12/152020 Approved Category: Roofing (800)765-3411 PE-591FO (954):772-8224 SutiCategory: Asphalt Shingles midleggaf;ccm :Compliance, Method: Evaluation Reportfrom a Florida RegisteredArchiled or a Licensed Florida F 4 2S �11eitij d `11 `Irrp`rniets Professional Engineer - 219d - Product MpdN. Nur ,a , Name Product Description QuMltyAesurance QmtAd &wtdL,R0Date Approved for In Hill Use .Approved Ordelde for .Use Ill Impact 2aIdI'u ReiltlarQ )bible 1 GAF AsphaN Root Shingles Fiberglass reinforced 3-tsb, Isrninated, Stab and 12116(1022 No Yes N/A NIA h-peidge esphall shingles Florida Department of Business & Professional Regulation Page I off Building Codes and Standards 1,71202i Product Approval Application Detail Code Entity or Data Date Data Pending ,Pol. nl Code Erft - We close Cats Pending NNW Die Code Fstlty ar ante Dd$ Date Pending Wv1e 7Til Vadon Manufacturer Contact Endnear&Li- Validated By V laldated Submitted FBCApproval Approved Stratus Tim Version Manufacturer Cautious Bmineer&LJeense VMldated Sv Validated 8uhngted IAooroyal Approved Status mm Version mwuwturx Cg11IaFi Eholnasr&Licerue Validated Do gsggstay Alll✓mitt4s FBCAuprovM A➢gfpYffi Alan. novel 2D20 L.V. Thompson., Inc: dba Thompson Architectural Tony Christman Zackery W Priest :Steven M. Urich, PE OOM72020 091162020 09222020 12MISM20 Approved Revelon 2020 Florida Metal Products Inc. Clark Jones James L Sucker, P.E:0- Steven M. Urich, PE 09272020 09252020 10i042020 121ran020 Approved Revision 2020 Lannon. Kernel Jift James L. Buckner, P.E. Steven. M. Urich, PE 11032020 1123=20ll292020 ding FBC Arm, Metals Cole an TAMKO p y( ) 813248-345 ( ) 6 PE-740Z1 (717)317-g454 Category: (904)753-8400 CBUCK Engineering (717)317-845d Category: Rvognp 5 1 983 163 P 1242 (0) 3-6 E3 (717)31 7-8454 Catilill Roofing tony@ganetalroofing.com Subcategory: Roofing Accessories that are an clarkir-co.com PE31242 Subcategory: Roofing Accessories that are an klelley@lrxnanco,can Subcategory: Roofing Accessories that are an Integral Pan date Reofing System Integral Part tithe Roofing System ''. Integral Part blithe Roofing System Compllance Method: Evaluation Report from a Comptin- Method: Evaluation Report from: a Compliance Method: Evaluation Report: from a Flodda Registered Architect or is Licensed Florida Sol Registered ArMltoct or Licensed Florlds Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer , .. ' "' ' „" ':, . ,. : ; . -, . I .- - _ - o .; FL&iT e2.R6 Ro311ds - , , ,,i : _ Fi.#tndta:.. ` eduets --- - -^ - ,, - _-- '° ' , , .___ ::: ,:,. '.. Ouallly Assurance Approved for Use Approved for Use Impact Oeelan OuaNW Assurance Apagwtlfor Use Approved fa Use Impact Design (kamy Assuanw Approved for Use Approved for Use Im➢u'3 2- a" Product Model -Number of Name Product Destitution ComraetEmkatlortoata Intll outside Hi Bests llt Puy Steer ,le Product Model Number, or Name, Prgdu tanabrloaon Contract Ekolratlgn Date, In XVNZ. .Outside HVH2 Assolant pry Product Model- Number or Name Product Desrxfctlon Contract Exdrotlon Date ID1tIQli Outside HVHZ Resistant ELffiFLLi 3 3- FLAMCO &: d�RV 10 Ridge Veht& ud� g 9 o Aluminum Ridge Vents for pitched tools fabricated ge p 12/312024 No Yes No MIA D -Arm r 1 edit DA-0 o TRI-Built Deck -Air DA-4 ow rdtlle Pd ne Flaetic Vert L P ypropyle .Roof t 13/ 025 192.. No Yes No +87:51-87.5 1 TAII Flat Top OMRidge Vent with Basle for Tile 26 go. static roof verifil with baffle 09/092026 Yes Yes N/A N/A from 0.025" Auminum Mechanically Attached to Plywood Deck. 2 TAMCO Gooseneck Vent 26 ga. 09/09/2026 No Yes NIA +0A52,5 3 TAMCO OS -Ridge Rod Vent with Baffle 25 ga. static roolf-filator who integrated baffle 0910912026 Yes Yes N/A N/A 4 TAMCO Round Top Cl idge Venl with RaMe for Tile 28 ga. static rodvefacurwkh bar. 0910912026 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I pit Florida Department of Business & Professional Regulation Pao.1 of Wm1 r Building Codes and Standards Ifrem2l Product Approval Application Detail 24111 Entity or 20 ?ffiFe eraing DY z➢version Manufacturer cad 'Enooer&Licanse ' Vditlautl By tesolRs Ag4mtits9 SC:A.rovM ASattYts Alalut Revision 2020 Gloo l Protadlon Products, I.I.C. Tim Robinson Walter A. Tlllit Jr., P.E. John W. Knezevfch, PE 091082020 094182020 10/0/2020 12/152020 Approved Category: Shutters (954) 609.7545 PE-44167 (954) 772.6224 Subcategory: Storm Panels 11-mininson@gppart.- Complldlce Method: EvMudlon Report from a Florida Regisered Architect or a Licensed Flodda Professional Fngineor Pil"7sfiS Prpduets l - MA Product Model. Nurnber or Name Product Description Oua1NvAesurafKe Approved for Use Approved for Use Contract Expiration Date In F&I Outside HI logged Druillta Resistant preswre, 1 20 Gage Galvanized Steel Storm Paneltl Corrugated Golvabi Steel Strom Panels retained 12/312021 Yes Yes Yes NIA or not by tracks to prwltle hurricane protection. 2 24 Gage 301vamzed Steel Storm Panels/NHVHZ Corrugated GeNar lzed Steel Storm Panels retained 1213112021 No Yes Yes NIA I not by trades to provide humosne protection - Florida Department of Business & Professional Regulation Page I pit Building Codes and Standards I172o21 Product Approval Application Detail gtss Entity or 20291 gate tding � 20 Ipyerolo"Ma nufacturer S.mtaa validated By, Validated A3P FBC Approval A➢SaTYSs $tittle. Revrson 2020 Global Protection Products, LLC. Tim Robinson Wager A. Tillit Jr., P.E. John W. Knezevich, PE 09/082020 09A182020 101012020 12/152020 Approved Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Subcategory: Storm Panels lim,roanaon@gppentcom CompllM CO Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida 5p76.PBAFoduuts Professional Engineer -F 1kl Quality Assurance Approved for Use Approved for Use Ipgiyyt gam sec d Product Mode: Number or Name Product IM-1,11cn Contract Emintlon Date la-KI Outside Ill R,19,M prissurs 1 20 Gage Galvanized Steel Storm Par.IsHVHZ Corrugated Galwnized Steel St- Panels retained 12/312021 Yes Yes Yes N/A o not by tracks to provide hurricane protection, 2 24 Gage Galvanized Steel $term Pan.IeMHVHZ Corrugated Galvanized Steel Storm Panels retained 12/3120211 No Yes. Yes N/A or .or by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Paget off Building Codes and Standards Irr= Product Approval Application Detail Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 1,712021 Product Approval Application Detail Co d �r t Y_gC a Date Pending Dole 2e!_ e � lYp3 Y>lt4l4a (AaDgfrMlflOR i9lllagL Eminent&. Liganse VAlidaed Br Y.tllgMesd FBC Approval 9¢Q@YaA Sludge Revision Revision 2020 Al American Shutters and Glass Mike Barbieri Frank L Bernardo, P,E Troy Bishop, P.E. 10282D20 10115/2020 1111152020 12/152020 Approved Category: Shutters (561)712-9682 PE0046549 (954)947-0880 subcategory: Storm Panels mlkeb@allemerlcenshufte Complin &Method; Evaluation Report from a re.com Ford. Registered Archftect er a Licensed For Professional Engineer - „-RS "' - a, _ _ Rvdpets .= ,,..-. .. , ..-, ,, ., : - .. ,-- QQu IIW Assurance - _, - �Approwtlfor UAaorowd for Use 1 --Donlan slaq N Product Modal. Number or Name Product Description Contract Exolratlon Date In HVHZ Outtltle HVHZ Rowstot Presel 1 249a Galvanized Shed Storm Panels 24ge Gavanued steel Storm Panels 1213MD21 Yes Yes Yes N/A Florida Department of Business & Professional Regulation rite di Building Codes and Standards 1n21)21 Product Approval Application Detail Code , Bill or Oboe B1 l or Data Data Date Pendlnp Data Code Entity Z Date 210 Data Pending DWO Dote Data Dole Pending 0". 110111 Version Me~,,, Contact Elglneer&Lcense Validated By validated $UbMhted FBC. AoprovN. Approved Status ]ypa Vetere Manufacturer Contact Sh.11 er&License Validated By validated Submitted FBC. Approval .Approved sates jypt Yertlon. Manufacturer Contact. Endnear&Llcerne Validated Br Validated submitted FBC Approval Approved status R-lam 2020 MITek Inc. Erin Walden ICC Evaluation SeMce, LLC ICC Evaluation Service, 10r02J2020 OWO2020 IDII1/2020 Approved Revision 202D Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. 10/132020 Applied For Revision 2020 CAST-CRETE USA LLC Craig Pamno MiamHDade BCCO- CER MipmHDade BC¢O- VAL 112021320 102712020. 1 VVIW20 Approved Category: Structural Components (S52) 898-8635 I.I.C. Category: Structural Components (253).$24-6476 (608) B39-3288 Category: Structural Components (813) 621.4641 (786) 315-2590 Subcategory: Truss Plates ewacrim ii,com (205) 599.9800 Subcategory: Engineered Lumber RobMtBodwin@weyerho Subcategory: Products Introduced as s Result of cpam-&-taeta.com Compliance Method; Evaluation Report from a CompllenceMethod: Evaluation Report from a euaer.com New Technology Product Eva lust Entity ry Product Evaluation Entity Coin line Method: Cetification Mark or Listing in 9 FLM21 •RT Pradu4isI I- FL4s52T42tt Prorinda% �� � FLNHrr&a13Protluctr' �� � - - �D_n- - Carl Assurance Aboriginal fn Use Asmowa for Use Ip= 229M Carl Assurance .Approved for Use Aooroyed for Use IMPAU 29Ftm Quality Assur- Approved for Use Approvsfforuse Impact ANSI Product Model. Numbsror Names Product Description Contrail Ermlydlon Date Ir lYtli Oulslde Ill R,I,lmt Pressure 92" Product Model,Numberor Name Roduet seripilon Contrast Ermlraila, Date In III Outside HVHZ Resistant Pressure gag Product Model. Numb, cur Noma Product Description Contract Elififiral Date In HWA ou1NW HVHZ. ft"stgt Priguil 1 M188HS 18 go -sups high strength truss conneplate 08202021 Yes Vas MIA N/A 1 MerchantMerchantLVL Laminated Veneer Lumber 03/3f2021 No Yes NIA NIA f High Strength Concrete Lintels I 4. I S. and 121nch wide lntels 062120Z2 Yes Yes NIA N/A 2 MII 15 16 ga rmss connector plate 06/302021 Yes Yes MIA N/A 2 Parellam PSL Paregel Strand Lumber 031312021 No Yes N/A NIA 3 MT18HS 18go- high strength truss connector pate 06I302021 yes Yes N/A N/A 3 TlmberSlmnd. LSL Laminated Strand Lumber D31312021 No Yes NIA NIA 4 MT20 20 ga truss connectgrplate 061302021 Yes yes NIA NIA 4 TJ Rim Board Structural Composite Lumberer Oriented Stand 03/312021 No Yes N/A NIA 5 MT20HS 20 ga. High strength truss connector date 09402021 Yes Yes WA NIA board Rim Board 5 Weyerhaeuser Rim Board Orlented strand Board Rim Board D31312021 No Yes N/A N/A Florida Department of Business & Professional Regulation page f d I Building Codes and Standards WWI Product Approval Application Detail r2 t Entkv a 20 292 -Date Penaing 21U jypa Version Manuacturor Contall E_nigra.&LisNtse ValldatetlBv Validated Sigifinitted FBCApbmval Approves. status. Revision 2020 Commercial Concrete Pr illua lnc. Robert Gillis Samuel A Groanbarg John Hoy 12M 62020 121I62020 12RSROZO ding FSC Appn Category: structural: components (813) 659-3707 PE34245 (352) 588-5311 Subcategory: Products Introduced as a Resultofprecesigela�yshoo,com New Tedindogy, Complance Method: Evaluation Report from a Flodda Registered Architect or a Licensed Florida Professional Engineer F 11 t7 4ftBJ�Poduds .. Quell Assurance Approved forUse Approved for Use Impact shad Qsa Sao # Product Model. Number or Noma Product Description Contrail Expiration Date In HW Outside HVHZ "Isout Pressure 1 Quality Precast a Commercial Concrete Products Precast and Prestressed Concrete Lintels 05252024 No Yes N/A NIA Florida Department of Business & Professional Regulation Page I of I Building CodesandStandards 1�1 Product Approval Application Detail Cod- analo r ¢fie Date Date pending ado _ AIS® Version Manufacturer Contact Endnear&License Validated Br M Vandal Suhml d FBCApproval � tFe roved Status 9gP- Revlslon 2020 MI Wind -end Doors Brent&tlinger American Architectural Steven M. Urich, PE IGk&2020 I DM6/2020 latIS 020 Approved CategoryWindows (717):365.33DO Manufacturers Association (717) 317.8454 Subcategory: ry Haizdntal Butler boo n9er mtwda. n Compliance Method: Dertlficehon Marko Listin9 g ,FI-M5351 r8}r 11 ds<:-.' - -" :, .'. , - .- II Sea # PrOAud Model. Numb.or No.. OUaHWAasurange Product Desedotlan Contract Exteratlon Date AcorowdforUse, &Z,y,d for Use. In HVHZ Outside HVHZ Impa91 Deem Resistant Pressure 1 HS 188 Fm. and Mange Frame 73x82 Insulated Glass 02A62024 No Yes No +55/-55 Florida Department of Business & Professional Regulation pages off Building Codes and Standards 116=1 Product. Approval Application Detail Code Entity or Dot. Dote Data Pending DM - male, Version Manufacturer Ceded Eudruar&License Vaudatadev VallgMed $UbMftte FBCAooroval ADDrovul Aw" Afrmnsgon 2020 PGT Industries Jens Rosawaki Waml-Dade BCCO -CER Mlaml-Dade 13CCO-VAL IIIDMO20 111)52020 11/1112020 Approved Category: Wind- (941) 486-0100 (785) 3152590 SubCaegory: NMllions incomski@pgtindustdesc Compliance Method: contlfication Vork a Listing our Pi A'i&P'roralCl9 - - Quart Assurance Approved for Use Approved for Use tmppd Cetlm API Product Model. Number or Name Product Descriotlon Contract Eltplydlon OMe In HVHZ Outside HVHZ Parallel Ice 1 Mullions for Al Doom and Windows Aluminum Mullions 0526/2026 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 11I Product Approval Application Detail Code Entity or Data Date Date Pending. Data jyge YNslon Manuhtduror Contact Engineer& Llceune Validated By validated Submitted FBCApproval Apo.ved us Redskin 2020 TAMKO Building Products LLC Kohl Eden Robert Martin- John W. Knezevtoh, PE 101042020 09292020 10/122020 12115IM20 Approved Category: Roofing (417) 824-0644 PE-59186 (954) 772-8224 Subcategory: Underlayments kerd_ed,rQb mk.eom Compliance Method: Evaluation Rupert from is Flodde Registered Architect or e Licensed Florida Professional Engineer `, ,,. „- _, r I. '..;' -:. "Ill „ ,`< - :M It RsRv dc�`.e ,. ,! ,: . . OudhvAssn Approved for Usa Approved for Use I uil Coal Seo M Product Model. Number., Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Predated P-. 1 TAMKO Roof Undedayments(HVHZ) Roof undedayments for use In FBC HVHZ 10/182021 Yes No N/A N/A jllrledotipn9: 2 TAMKO Roof Undsdayments(NON-HVHZ) Root undedayments for use in FBC nw-HVHZ 10/182021 No Yes NIA NIA jurlsddlons. Florida Department of Business & Professional Regulation page 1 nf3 Building Codes and Standards W/2a21 Product Approval Application Detail Code Entity a Date pal Dabs Pending Did - Type Version Manufacturer :Canted sherries,& License Validated By VMldated Submitted FSC A.prearg Appirg.d us Revision 2020 M Borst Rohn 9 Anderson Rahn IAPMO Uniform Evaluation G W. Walker dry 11/032020 11102/2020 11l05f2020 roved Approved category! Roofing '80 3 E�1 -Services LLC. 1 1) 80 205 85.4-0180 ( 7 Subcategory: Roofing Tiles RcbinAntlersoh@boral.co Compliance Method! Evaluation Report from a in Product Evaluation Entity RI:N7alAatFPr.duds".° - - ry Chal Assurance Approved fa Use Approved lot Use Ingram Certain Sao k RnArU Model. Number or NerM Radu,t Deseridlon contract EfmlrNlon Date In Hill tj Outside HVHZ &jl,t,Lu J3gyjy[§, 16 Saxony- Shake, Slate. Country .8late, SPIN Old Engfish Flat Profile- Denver, CO 12/312020 No Yes N/A NIA Thatch &am • Impact P, 17 Serworyfil Sleta, Snake &amp, SPIN Shake Filet Profiifl-Brockton. CA 12/312020 No Yes N/A WA 18 Saxony 600- Slate, Shake &amp, SPIN Shake Flat Profile• Rialto, CA 12/312020 No Yes NIA NIA 19 Saxony 700-Shake, Slate &amp: SPIN Shake Flat Prohile-Brockton. CA 1213112020 No Yes N/A NIA 20 Saxony 700-Shake, Slate&amp, SPIN Shake Sal Flat Profile - Rialto, CA 12/3112020 No Yes N/A N/A 27 Ttlas l Barcelona High Profile- Katy, TX 12/31/2020 No Yes N/A N/A 28 Ville Low Profile- Katy, TX 12131/2020 No Yes N/A NIA Florida Department of Business & Professional Regulation Page I off Building Codes and Standards 1912021 Product Approval Application Detail Code Brill or Dot Date Date Pending Did. Type version �-� M Manufacturer Contact E.01.0..&LMenss Validated BV Validate Sibm d � fBCApproval. roved ABA status Revision 2020 All Stuart Lewis ICC Evaluation Bill LLC William M. Ranieri, PE 10/312020 10222020 11)OW2020 11/052020 Approved C iagory: 81rudursl Components (321) 710-3377 (407) S81-1917 Subcategory: Truss Plates siowis@abinsNw.com Compliance Method:. Evaluation Report from a Product Evaluation Entity FLAdase-RYRaduots :. _._ ,_-. _ . -, . Quality Assurance approved for Use A Approved for Use I ct Impact _ 00.1 _ Seri M Product Model. Number or NamProduct Description Contract ExolrMlon Date Ig- r� Odelde NVi¢ ResistantResistants gt )�(u t§; 1 ITW BCG/Apina Higher Strength (H &amp; S) Metal Connector Plata 12I31i2024 Yes Yes WA NIA. 2 ITW BCG/Alpine Hinge Plate Metal Connecter Plate 12I3112024 Yes Yes NIA N/A 3 ITW BCGfApme Trulmr Metal Gonneclor Plate 12r3112024 Yes Yes NIA N/A. 4 ITW BCGfAJpme, Wave Motel Connector Plot. 12/312024 I Yes Yes N/A N/A Florida Department of Business & Professional Regulation Page I d1 Building Codes and Standards W72021 Product Approval Application Detail code Iadny « )gD Ra Date Pending 291 z= Mission Manjulatunin contaa anagram & License Validated all Validated submitted FECApproval Approved status Revision 2020 CASTA -CRETE USA. LLC Craig Pamno MI&M-Dade SCCC- CER. MIanY-Dade BCCO- VAL 11202020 10272020 11272020 Approved Category: Structural Components (813) 6214641 (786) 3152590 Subcategory: Products Introduced as a Result of cpahino@casicrete:com Near Tactual Compliance Metho , Ce16fe ttion Mark or Listing Method: 9 : . - ' , :- :, . . FLM5e4213 Retlbil `: .- , I . „. ' Sep # Product Model. Number or No Product Descridtion OualiN Assurance Approved for Use Awrovad for Use Contract Emlration Date In HVXZ. Outside HYtQ IIDpact Deglgin Resistant Pressure 1 High Strength Concrete Lintels 4. S. 8,. and 121nch wide IIntel, 05212022 Yes Yes Nl NIA .fig I Cll a) CD_ 0 S- C cu U -0 4- o- to C Cll -0 O 0 -0-0 •''-^^ v! C 0 L Q - L -2C W ^' CU 0 0 Cu LL 0 > .Cn CD CD " " W L -0 .- :/i a< 0 a z W J zi �7 • _tf MCI) (1) U cu L CL M CL 2:% ♦.-P U O (M) L V (1) LLI 5-- Q z Z Q J a - SHEET NO, PA 1.1 N c/) U O - . - Strong - Tie � Simpson Strong Tie 2020 FBC Approved Products Updated 12/3012020 P • - - - - ® Simpson Strong Tie 2020 FBC,Approved Products Updated 1213012020 • - _ - _ duC- Simpson' Strong Tie 2020 FBC Appr ved Pro is Updated 12/30/2020 - Sim son Stroh -Tie. 2020 FBC A roved ProdLICtS p g pp Updated 12/3012020 Q p For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK. HERE. For direct links to all SST approvals listed below, CLICK HERE. - For direct finks; to all SST approvals listed below,. CLICK HERE. �SCLICK N C e For additional information regarding Florida's Statewide Product Approval System and Miami -Dade. County Notice ofAcceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. For additional regarding Florida's Statewide: Product Approval System and Miami -Dade County C HE Notice of Acceptance (NOA). LICK RE. Florida's's Statewide e Product Approval tam and Miami -Dade County For additional information regarding Florida Ste ewld Prod App Sys Notice OfAcceptance tance OA HERE. tY P (NOA), '� U _fi_J U FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS HUSC, series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- =3 V 9/16" and heights ranging from 4-5/16" to 11" Concealed flange Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 0 p ' 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameterTiten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9/16". - O O 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC16 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0-= _ 3 AP644, APB44R, APVB66, APB66R, APB88, APB88R, APB1010, APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps .5/8" and heights ranging from 9-1/4" to 16". p LL _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB1010R 4 CSHP18, GSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SOS; LGU5.25-SDS Face -mount hangers (7lj p 4_ (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers `V p Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers , _ p 1 SD101120BB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H168, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- (3) U) W �W !� 2 SD9112, SD9212, SD10112, SD10212 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 10-15/16'. . _ U) %p i U 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3 63-SDS, MGU5.25-SDS, MGU5.50-SDS; MGU5.62-SDS, MGU7.00-SDS Face -mount hangers -C (� -�� 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SOCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SD51.5, HSS2-2-SD83, HSS2-.3-SDS3; HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1/8" and heights ranging from 6-15/16" to 19.1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twat Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTSQ20KTZ Heavy Toast Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in Widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/16" and heights ranging from 3-1116" to 13-3/4". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720. SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, HiOA-2, H108, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-RS 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA1'5, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-116 20 L30, L50, L70, L90 Angles 22 MSTC28,.MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC6663 Pre -Bent Straps Seg # Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skevrabla Angles 24 MST126, MSTI36, MST148, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 4 BP3/8-2 BP1/2 BPI/2-3 BPS/8-2 BP518-3 BP3/4 BP3/4-3 BPRTUD3-4 , , CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW518.1/2, CNW3/4-5/8 Bearing Plates 9 Coupler Nuts 2 4 25 LSSJ L S 2 R SSJ 8 SSJ28R LSSJ210 Z, LSSJ21OR Z 26LZ, S J 8 Z, L 2 LZ, L Z, L Z LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Jack Hanger J 9 Field Adjustable Slopeable/Skewrable Hanger 26 27 NCA2x10-12 NCA2x12-12 NCA2x8-18 NCA2x10-16, NCA2x12.16 � RCWB12, RCWB14 Bridging Bridging Wall Bracing 2' DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPM, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from i-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-14' to 24". 6 N3, N4, N5) N6 Heavy Hex Nuts 28 MMH8 Roof -Fie -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, RTUD46, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -.Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, Si2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heightsranging from 11" to 32-1/2". 10 URS3 318" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TB20, TB27, TBW, T936, TB42, TB48, T854, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URS6 3/4 Uplift. Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WB106C, W6126, WB126C, WB143C Wall Bracing andheights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 1/8" and heights ranging from 11" to 32". FL#10441-R6 FL#10531-115 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". S Sea # Product Model. Number or Name product Description Sea # Product Model. Number or Name Product Deseriotfon, 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4' to 8-7/8" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116"to 3-9/16" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in Wdths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3"63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2 HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRC5 25/3.25, HHRCS 37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASH, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/6" to 7- 9/16" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16" to 12-7/8". 14 HUSTF series hangers Top flange joLcthangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50SDS, HHGU5.62SDS, HHGU7.00-SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-1/8". 10 PAI18, PA123, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STH010RJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS20.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers. 1/2" and heights ranging from 3-7/16" to 15". Concealed. flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL. HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422, THA426, THA422.2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 12 THAI1.81/22, THAl2.06/22, THAl2.1/22, THAI222, THA1322, THAI3522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heightsringing from 53/8" 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 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5-3/8'to 32". 15 THJM2-4-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2'and heights ranging from 2-7/8" to 19-1/4". Concealed flange 518" and heights ranging from 9-1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8"to 7-1/4". 10 HUCQ1.81/9-SDS; HUCQ1.81/11-SDS, HUCO210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SDS, HUCQ5.25/11-SDS, HUCQ610- ranging from 9-3116" to 13.1/8". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1MO12020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct links to all SST approvals listed below, CLICK HERE. , _ For direct links. to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. , . For direct :links to all SST approvals listed below, CLICK HERE. _ e For additional information regarding Floods s Statewide Product Approval System and Miami Dade Canty Notice of Acceptance (NOA), CLICK HERE. For addtronalinlormation regarding Florida'sFlandas Statewide Product Approval System and Mlemi Dada County Notice of Acceptance (NOA),. CLICK HERE. .e to Pr Approval System and Miami -Dade I Dede County For additional Information regarding Florida'sFlorldas Statewide Product ov Sys e a m purity lc of Acceptance NO LICK HERE. Notice Ac. p (NOA), � I d St tewle: Product rove) .:. to and Mlaml Deda.Coun County eg 9 Approval � For additional information regarding Florida's a s Statewide m a -Acceptance.(NOA),LI E tY 21 LB series hangers Top flange hangers available in width oft-9/16" and heights FL#11468-R5 18 S(LBV1.56, S/LBV1.81, S/LBV2.06, S/LBV2.37, S/LBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". SILBV3.56, SILBV3.62, S/LBV4.06, S/LBV4.12, S/LBV4.28, S/LBV4.75, S/LBV5.50 6 Strong-Boit2 (STB2, STB2.4SS, STS2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available h width of 1-9/16" and heights Sea # Product Model, Number or Name Product Description 19 S/LTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116' to 13.1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S(MST80, S/MST72 Straps 118 and (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from3-11,Vto 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" andheights ranging from 9" to 33-1/7. 3 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 MEG 5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1W to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1.9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THD825158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete - 26 PF, PFB, PFDB, PFDSB series hangers 1/8' andheights ranging from 9-1/4" to 24" Top flange hangers available in width of 1-9/16" and heights 10 THD50234RH, THD10212RH) Wedge -Ail (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118". FL#11473-R5 FL#13904-115 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description. FL#1:8230-118 1/8' and heights ranging 9-114" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Descriotion 3 H16, H16S, H16-2, H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10ti60-R5 4 HETA12, HETA16, 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, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model" Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5,50G-KT 4 Strong -Bolt 2 (ST132) Strong -Bolt 2 Wedge Anchor fcr masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7:00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2:5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUfN26-4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM4e, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3 56/725, MSHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 PostCap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap. Tie for Masonry MBHA3.56/11.88, MBHA3.56/14, MBHA3 5611.6, MSHA3,56/18, MBHA5.50l7.25, 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46 BC4R, BC6, BC6R, BC8, BC52-2/4BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twst.Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHAS 50/11.88,'MBHA5.50/14,'MBHA5.5D/16, }4 6 CB44, CB46, C648, CB66, C868 Embedded Column Base MSHA5.50/18 O (�� 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 8 MBHU3.5ti19.25, MBHU3.56111.25, MBHU3.56/11.88, MSHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps With W1 ranging from 3-1/4" to 9-1/2" and FL#11496-RS MBHU3.56/18, MBHU5.60/9.25, MBHU5.50111.25, MBHU5.50/11.88, MSHU5.50/14, W2 ranging from 3-5/8" to 7-1/2" MBHU5.50116, MBHU5.50/18 Sea # Product Model- Number or Name Product Description 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 31M" to 9-1/2" and Sea # Product Model. Number or Name Product Description 1 X3481016-SK, X1 S1016, X1 B1016-4K, XQ1 S1016, XQ1 Bl016-4K, #10.16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 /� W2 ranging from 3-5/8" to 7-1f2" 1 DTT1Z Deck Tension Tie Drill Point V J 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 H012, HD19 Bolted Holdowns FL#13975-R6 2 XLQ114T1224, XLQ11461224-2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head IM 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties Sea # Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ11481224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, �``V / 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTf20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338 SDW22438, SOW22456, SDW22500, SOW22600, SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with 45 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ1 14S1224, X0114BI224-2.6K, X114S1224, XQ1 I2S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L 16 PB44, PB44R, PB46, PB66, PB66R Embedded Past Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWHi91GOODB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH27600G, SDWH27800G SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HOG Screw #1 Drill Point /1 18 19 PBV6, PBV10 PC44-16, PC46-16, PC48-16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, Round Post Base Postcap Sea # 1 Product Model. Number or Name SB5/8x24 S67/8x24, SB1x30 Product Description SB Anchor Bolts 5 8 SDWS16212, SOWS16300, SOWS16312, SDWS16400 8DWS19600, SDWS19712, SDWS22400 SDWS22500,SDWS22512 SDWS22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Scrow(Interlor Grade) i••i Q EPC64-16, EPC66-16 2 SSTBI6, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTB16L, SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTS28L 7 SDWS2230ODB, SOWS22400DB, SDWS2250ODB, SDWS22600DB, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) -0 EPC8RZ SDWS221 OOODB Sea # Product Model. Number or Name Product Description 21 PP844-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43,5, DSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS2760OSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC645.5; FCB47.5, FCB49.5, FCB411"5 Bypass Framing Fixed -Clip Connector SDWS27100038, SDWS271200SS 3 FPHSD34S1016, FPHSD34B1A16,FPHSD34B1O16-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- O Sea # Product Modal. Number or Name Product Description. 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws FL#10866-115 1 2 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MSTI36, Coiled Straps Straps 97 mil (12 ga) 11 STN22 Outdoor Accents Hex -Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Framing Connector Steel Stud Connectors 1.._ Sea # Product Model. Number or Name Product Description MST148, MST160, MSTI72, S/MST27, S/MST37, S/MST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS18, HTS20, HTS24, HTS28 H7830, HTS30C Heavy Twist Straps FL#15363.R3 6 RCKW3, RCKW5 5, RCKW7 5, RCKW3S, RCKW55S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36; _ST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 S0643.5, SCB45.5, SCB47.5, SCB49.5 SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48.6, 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) Sea # Product Model. Number or Name Product Description 8 SCS32-5/97, SCW2-5/97, SCS62-5/118, SCS82-51118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 18S5, AS 1886 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector `v 4 GLB5A, GLB5B, GLB5C, GLB5D, GL67A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC/0 25, MSJCB 25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws U-11 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C MTS30C Medium Twist Straps 13 XQ1S1016, XQ1 B1016-4K, XQ1 S1214, XQ1 B1214-3.5K, XQ78S1224, XQ78B1224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, SM 9 URFP Universal Retrofit Foundation Plate 12 S161"56, S/B1.81, S/62.06, SB2.37, S/62.56, S182.68, S1133.12, S/63.56, S/83.62, S/B4.06, Top Flange Joist Hangers FL#15730-1114 XQ1 14S1224, XQ1 14B1224-2 5K, XQ112S1224, XQ1 12B1 224-2K, X34B1016-5K, Tapping Screws Q S/B4.12, S/B4.28, S/B4.75, S/65,50 X1 S1016 X1 B1018-4K, X1 S1214, X1 B12143 5K Z 13 VBA2.12/8, S/BA2.12/10, S/BA2.12/12, S/BA2.12/14,1 . S/BA4.1ate, S1BA4.8/10, Top Flange Joist Hangers. Sea '# Product Model. Number or Name Product Description S(BA4.18112, S/BA4.18/14 I ET -HP Adhesive Anchor for concrete Z 14 SIH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, S/HD1OS. SIHDIOB, S1HD15S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HOU4, S/HDU6,:S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SUCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �- SHEET NO. PA 1.2 e cvl