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HomeMy WebLinkAbout39950 Harmon Grove Ct_ I 1 I .,.11� 1_ r I":.. I. .. I I 1 I_ ;. • I : F. ., . f. •_ ,� ,. � L. II I II. ..01 .. la._ I P !I I.l• ,1. . of L. l..Gl!INlhlll � �414'hELYN� }�1119t11�� ;I ;fal, I Ir_N I_>r} % i - q f' I@.. _ L: I,,; l ;, C I � I. � I . II I W i C .n to � I_ qV I ' I I II I - - �� ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Ffr 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 REG or Rec. Recessed AHU or A.H.U. Air Handier Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. FooU 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 RS, 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 Gig. 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 1NT or Int. Interior STO Storage COMM or Comm. Community KIWALL 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 DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D,V, Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V. P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PIED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire. WWF Welded Wire Fabric (Mesh) INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT, HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 08-20-15 1.0 NEW BASE PLAN IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. C LG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH Professionals dear 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 e commenceement of any wok. The Designer/Engineer are 09-20-19 4.2 ADD 8-811 E L EV. FOR TR EVESTA esponsible for any plan erro sr om ss ons,or misinterpretations t undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 Immediately. No backcharges will be 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3! PER C.M. considered for reimbursement by the Designer/Engineerwithout advanced notification and approval by the Designer/Engineer. /X rl Payments will be made in accordance to the terms of the 12-19-20 5.0 FBC 2020 CODE UPDATE agreement. Control of Construction Site: CO S 3 P g � °'t V omrk.r 0.0 The Designer/Architect and engineer of record (EOR) have no 1A sP q r =VA,�jNG control over the construction site and shall not be responsible in `,f� any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ORDINAN6 S' 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 C/ O� protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 1 941 vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before 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. f 0 N 0 N CV N •• �� 78750 .'• No PSTA E -• -o ' , a C3 F r ���`�CNA�-���% . PJ�llflllll���, 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. WCD eW!! E h O N_ m N N W0 N y LL W M rn r. o -r W a cc u W J LL a UJ of0 0L —arn 0 Z o 0 W 1% = •f6 N (D LL O J W 0 2 - C9 Z N co a Z (fNQIL IL pV v�tvn Z W 0 E­1 El z � o 0 � N z � � v J � N r, M N z W a 4-J — u- fCS w V � N N N N fa '- U m ® w c � 8 _ �� =� U o C co r. ti o J CO Itg5 z _J J CL o w ,_ Ze >= V ao 7d ~ o a �o o O a p a Z N @ co Z a iSao m0 fo C a a0 �a NmaW �w go mw LL C) aLL �3 rp �w dF C) = J o CD ai m m 0 L � 0 > O ; N ,,.. 2 C) U ° 0 W C E s— cc r N J.. CSC OLO) r E 0')N co N N co o z cc E Q }a I] o U J _0Q J JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. C S -c SJ' Q rn CD c a� v x J 0 I i zri CD co i c N 0 15 I i N c a 0 o.. E N O 9 0 t_ to Q U a� .a i 0 J r7 0 ai 5 0 0 a 65'-0" O A O S3 H.B. 25-SH 25-SH EGRESS EGRESS \`� I `�\ �\ \ r" 21'-2" -____ ' '� O O - ' -__� 's �t 165D DEEP � PANTRY Y =Q FLAT C G. 'n6 101 2,_2„ 10'-4„ - ^ 10,-42, 0 v 2,4 I I j I I I FIBERGLASS SURROUND ► Cl) I C? d AC PAD S3 TYP @ 1 STORY 00 ■ RANGE- I - N B 5' o in OC7 c � CAFE I LO VAULT. CLG. �� PATIO CARPET l 0 N NW-� U 4 I,� Y _, I i I r BEDROOM __�_ 8'-0" CLG. OPT i CARPET REF. i BEDROOM 3 8'-0" CLG. 2 CARPET o M I 2„ r I ' ! „ 8 - _. C G. ILE O ao �o N Lnio Z `b I BEDROOM 4 8'-0" CLG. CARPET I _W �� A �c7 W - SI Kw/ ISP Kfl _ __ _1 TILE fN _� r- -, I D.W.I I o o L _ - - J ___ C_----__ -__-� _� 1 ( i - I - ( I 5068 B.F. 4068 B.F. 4'-0" 11'-78„I 8'-8" 5'-4" 14'-6" I 5'-4 7'-6" N 6'-10" 4'-7" N R&S------ `� 266$ c� r 2668 `- l� R&S HDR AT T-4" i I I I 23'-8" T-10" T-8" 10'-10$" I „ ,_4„ „ - = = COM `" A S3 TYP @ 1 STORY 2:12 VAULTED CLG. zI� FAMILY RM 9'-4" CLG. CARPET j� 4,_0„ 1 I R.A.G. d AHU I ? - IV) L3068 i ENTRYLO 8'-0" CLG. in - o � 9'-4' CL . r I �I 5'-11$„ � (3) 2X4 #2 SPF w/ K DTT2Z @ BASE S3 I1c� i lU- 11x F- I T ftl CC S3 S3 ------- --- NOTE: FINISHED I WALLS TO BE FLUSH. VERIFY IN FIELD. I I i 1 00 - SR 8- C "rN G.--� I I I I I I I I I I I I ILE - OPT. D I G N S3 17'-8" BERG (3) Zx4 #2 SPF w/ DTT2Z @ BASE SURROUND i� <> - q 2 68 SS T 10 _ 60"x36" SHOWER - --- - R&S -- HANSON BOX @ 36" A.F.F.- DRYER VENT THRU ROOF 2668 7 8„ I 11 I I 1f ��_,� ;, K b, S3 EDGE OF SLAB 2" BEYOND WALL 20'4 I 0 I I C, C, I W I O I I p I X 1 m l I I I I I I $ l I I I I I I - o t- I 5'-3 " 82' 3' i0" I -1 q„ I3, 0„ MW ' N--- T OWNER'S SUITE »r� W. I .C. T c) ' 2 CAR GARAGE 8'-0" CLG. ' - '-0' CLG. off, I 8'-0" CLG. [T' 00 CARPET 8'-0" CLG. r CARPET ' 2-6 BUILDER TO PROVIDE O APPLIANCE W.H. PROTECTION CO WHEN REQUIRED N PER FBC I I I I I I T----------- I I I I I I I I I I TYP @ K GARAGE S4 OPENING LINERI 5-SH ' 6" DP.T 0 _ _ _ - - - - _---- R&S A H.B.+ S3 8' 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 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 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 18JX25i S.H. 13 20 X 38 J 18 4 X 37 J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20 X 72 18 } X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38'1 26 x 37 1 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 524X 62 i s-N. 36 54 X 72 52 J X 71 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -32.2 © O +29.7 / -39.7 +28.3 / -37.0 © +28.3 / -30.8 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET O SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 11111111111111 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOREXT PLAN - ELEV-Al FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING RLL BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4°=1 '-Ors (GARAGE / LIVING) N 0 N N N A CM KO •� v lo 5rJ p',o PE7S7cr lo �r s Wr ' .. ,O OF 'r✓``o y tS i ... + � �� , ``�• '�AAAAi£tA1R���`•• 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. 9) v E O 8 m Ib N r# NM N J V 0 W '3 ,n °o N J LL " wa ENO LL d Q cULLLL 'i W 13 _J @ . V O O �Zy Y. N �D K J W a� 04 m � Q¢¢ Z IL IL 'n MZ a ENO Z N o U V J co W ❑13❑ z N O �o z m z a J - a � m c �-J _ o cn w u 0 U.)I.- yzru� LJJ oJum C N U) u w m = = E ml ° U o N c Q N v� z M U_ o Z G L.1_ zO oit Y" Qr za Q 00 wz 00 O N � az wo 0 ¢o oW dz W W w� _� i (6 ¢ UY m O Oz Z z - � J U yU a°° Q Z 2,z v3 a 3 2 8M go LLa mw W _1 J O w a C >� J CO ca 0 L � U O Q U o O o ca 0 C.0 0c A W E V r' co r = CVO 0") r LO T CO OL2 j r- ai T 0 N � N c� a z ca 4i Z E O ca = E U J Q Q 1 J JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND ' HOOD Lj KITCHEN • CM 0 N 9 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD 24" TOWEL BAR TOWEL BAR IN w ON WALL ABOVE TUB OR SHWR. w Q / TOILET TOWEL BAR rZ / ON BATHROOM WALL - _ MEDICINE -1 �; -_ _ SHWR. o UJ 00 CABINET O0 I _ VALVES = o TOILET `�' SOAP PAPER `o o DISH U00 HOLDER r CL U- Z U- -- Z O ' CO �' > p M O M co coM N TUB SINGLE ROD FIN. FLR.,!, BATHROOMS, SHOWERS AND TUBS CLOSETS /LAUNDRY KITCHEN MIRROR O�60 N o M OWNER'S BATH BATH 2 O 00 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET it O 36 H BASE � FINISHED CABINETS - o COUNTER TOP -, 30 H BASE 0 00 LL `� O -1 2x 'n 00 FRAMING 1 /2" GYP c? BOARD - t- FIN. FLR. QMM V& SHELVING CABINETS - rIN 1'-2" ro 0 0 r T M -1 C14 N CV FIN. FLR. _ SCALE: 1 /2"=V-0" III ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS N 0 N CV N_ M `::, l.E �! o r � 'LIr • 4� h ~ of r e +. o� I O ,I z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo �* E ti Q U Nc0 J O N � �p LL A o Ni J n .�. LL w - a� cc) a Y JLLi� a w Y _ O rn r 2— O 0 O W co W a ~ Z K ~O IL a N M Z rn p V U _j U) Z W r I V M p� !' z N O O z O — a- N JE3 N /� M �/ ) llznn �O V O W �C G) o_� w g. � UJ v E 8 o y Uco e _. Q N m r` z M z O Z U- w� a_ zdr E � wo _® oa f C <o x U a o oO O z O E N a p ap <om� a �z �_` U3 _ a�z _� z z N J mm ¢m aw zz m o oLL no �w W;z a �� =k J o �w a< �o �o O co o ¢ aF O- �' za �3 O = �L J Om 1 U O N Q fr > U 2 O O � I— m o r` E UO-)) N T I N r � N `N M z O 0 ca d E ni U 0 ¢ pcu � JOB NO: 21-4270 SCALE ; AS NOTED SHEET NO. 2 -- _ ---- I If'I'll 'I' I III'rhll� l6lill��ll�'141LAlIIF'1In411�dIRlAII�NF 11 'PI�IIRI il9;I1177r91^IFF"rllr*41y"191911111111 Ntllh!RI!" 11=11A 13'II II IYIIA II'�IC9 "'il' 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. r' SPECIFICATIONS IMILENNINININININI 14'-0" RIDGE VENT 12 5� N 12 �5 HEEL 12 5� F4 — T.O.M. — HDR HGT. TEXTURED - CEMENTICIOUS c� FINISH ON C.M.U. (.0 (TYP.) i — F.FL. FRONT ELEVATION — Al 12 15'-0" RIDGE VENT 0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------------- a --HDR HGT, 3'-0" TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS bo FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) F.FL. ----------------------------------------------------------------------------------------------------- LEFT ELEVATION — Al SCALE: 1 /4"=V-0" N. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH`* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing —moonents. 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. N 0 N N N �``�a� I� Ililt0/� .Y11's Mo ��s�°\,�1NQ `'E'°•,•'ice �i �r,� ONc° 14 '. � 11 t�NA 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. to In H o f m r o m8 (0r4>; N o L LLL tll rq r_ r -a _ Lu a- Q M LL ej 0V a- Y J LL'LL c- Lu Z r0av S O s W056jO' N (0 Lr O J m¢ Z IL ¢ n 00 L0 Cl)Z N O p 0 _J U) Z W V ❑ ❑O Z N O z o Q J — N N h z a) U L (10 cii w o F [� 'q't • U O �N p L UG) c qOO U E ml =I U o 0 e Q N o w mZ CID 0 E Q E =a oo r Qs E U �z Z® od 12 g i0 X 0 00 D U oZ Z O CV i a. a wo ¢o w w m0 o z o� Jo W R o tiz < =3 0 IIIIIIIIIII� cD }o 0 d' ZZI4 U En L J Orn c� 0 L � 1 0 O N Q > O O V m � o E d� �- co �_ V TT— o 0 Lo ..I.. 0') N r E E CN co Z z E OEn co a E U ui ¢ Q JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) o 9 TEXTURED � CEMENTICIOUS -1 FINISH ON C.M.U. CID (TYP.) F. FL. i 10" 6-0" 15'-0" RIDGE VENT 12 5C� —EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5� 12 �5 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" T.O.M. HDR HGT. 0 a0 00 Zo F.FL. 12 5 RIGHT ELEVATION - Al 3'-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 INS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. N N .i��iti[!ItiEldl♦ Q. N CV ch A � � • W. Gh . 3y O ; e. .. w � cc — M ,UJ Ir o k. 4. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N H a LO n �E 00 o ro 8m n xt ,a p m J u- Q Ell 2 •5 u, 00 ow) t w rn r r-� w a aajM0 0 LL o � °' Y DLLV- d W O 0 z Co o 19 L O W aaa Z IL W 00 a M Z Z L O N O U U � U) W 0O0 � z M o z z a. N N M z N CD — L� 4--1 f>3 w g jr OLLr N l/7 o CO W _ E �I�11 " ° N c o m w CIO 09 z U_ Q zo go Z>Z Z® U GlS F <� �° K� UO U0 o° N¢z a� °� wZ L wg 6 p wn w n m C 9' ° Y U m° ow Z Z J �� QW Zw u'j C w oa n o W Q 55 U w 02 ' w w Mk r Jw �F il¢ 0 3 > U) O C as m L 'C > CU O N Q Y > o C) m W � i- co r = 04 /�� V / r _ Cfl O rn Ln O N C`V T- ui N M co o ca z � E Q coE 0 C a U _J Q 0 � JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. 3.2 Y q ram. tll.t Ip III w�iIFIIRI►I�II�I`I6iA11tPrR� �Iti I f 1111�.mA111 _�fhl�i�ing_Cill I - � _g 1 i%- I :I 1 211 1" N M iv 2" iv CO 1' VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY SPECSCOMM. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" ' 1N N r o ch r CN N rl_ 32 11" 1" 111 11_811 12" 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS a 1/2" RADIUS 1" 4" �2" 12" 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1 'S4� VARIES VARIES VARIES VARIES BASE _ 'Y) rC8 = `r - - "'" E. rIN - . CAP N 111 111 1' 1 1 _0 1'-4" 111 1'-4" 111 111 11.011 1 ,1 CO BASE 4" 111 34 4" MIV c iI * 111 111 3" 4 � �-- 2—�j' r' V N _ *-ITV rN 311 4,1 411 M� Cfl VARIES 1z 2• 1�� 2 • N I CO rev 24" I • 12 ' 3„ • *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 211 211 EDGE OF OPENING u , 8" 2" 6 V-6" 1" 1'-4" O (V1.4 1" W 1-1/2" THICK W cC 1-1/2" THICK 2,411 "I V Cfl IN rM all 4 �11 2 N � 2,1 4" 311 N � c 81 r� 6' 2,1 21, cV d rM - N M 2411 IV -IN (b c 4„ 2" W 1-1/2" THICK 2'-4" 1'-1011 311 lz ��1' N I I 4 �211 31" ,-M - M 52' 1-5■ 52` 5111 4 e1 �a Q l i, 41" z 4 VARIES ES VARI01 VARIES VARIES 411 811 iv iv I 00 CO 6Y CD 2 111 KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" :- rF-,. KEYSTONE F11 OPTIONAL L3. 3 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - CV <V - r, - R4a `r 211 ARI f2" co FV 1 1 �a M M r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, V-4" 1011 Rro„ 14, 1 -64 14" O CV CV 12" 54" 2'_1" 1'_12' S4" 7" • CV it 111 1" 1211 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CV O N N M O . . ,,...... "• F �' ' . 1 . t•3 �1t• 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. L0 W gCR E p O 1 m r it C4 N L ft L C n o7 t mn --k-I LL W W a No a — W a J � 0 0 fY r N L+.0 '� N (O S O W J 0 CC) Z ILW -��o Cj ¢a� N Mz IYU) O U en Z O0 W ❑ ❑ ❑ 1/ Z N O ::1N Z � Q N M z W Q C7 0 r f ci7 w v 0 � � w 0 N C F— (n all U W J g ;1 S U o N C rn Y Q N M r C w � � J U- E zo }N ¢° Q O .- Q® F— MU �¢ UO o� Z O E N ap wo <o aZ Ew a? U mZ � oLL ZC Cn Z 0 Q W t� ¢w 30 U 3 <o �G 'S o w >O O a r tl za o3 °O = �L J m co 0 L � > 0 O N Q Y � O O C ma C ■�n■■'� E LtD Tvr = N r ■T� O to Lo Z co M N o Z N E O �; c0 N z N cc C 0 C d Q p JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. F 1 ��r!�IluuwwWl:luw>i�ilg�■IY�MIuu�la�l �Illr■I��� ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FETG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX ® �-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 EXHAUST FAN/LIGHT COMBINATION 0 ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pa 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) © TELEVISION (OPTIONAL) T�2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 10 ELECTRIC METER owl_ ELECTRIC PANEL —�I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER NEMA1 150 AMP/ 200 AMP MAIN O 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copperto Dryer or 4/0 SER Alu UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 14, 250.94 ��J// 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. GP DISC. M.B. I L.VIVIL.JII tl`II 1 1IVL.1 \ "N NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS \�f,'k3 GFI ' GFI I AC PAD �� /qP ---- - ----- I o ROUGH -IN FOR ROUGH -IN FOR �\ / I RANG OPT. CLG. FAN/ \ / OPT. CLG. FAN/ ( / ROUGH -IN FOR LIGHT PRE -WIRE / LIGHT PRE -WIRE I OPT. CLG. FAN/ PENDANT AS / i LIGHT PRE -WIRE \PER SPECS / U.C.WIINit � 12 C \ AFE ; D.W. jIKW GFI BED�000� \ G J I I EMD'ISP \ - y� , L_ _�BEDROOM \ / BEDROOM 4 PA7V \ GFI C---------=.--L -- t— \\ \ S.D. I/ OPT \ FI REF. I I ' I I i U.C. OUTLET LM — — C M I S.D. _ S.D. =Ee- U.C. OUTLET =______ I ROUGH -IN FOR FOR DW _ _— ___ __ WP OPT. CLG. FAN/ LIGHT PRE -WIRE GFI I 1 ENTRY I FAMILY RM \ CH i I I _ GFI @ 44" AHU A.F.F. 'r . I I I I I � .�qFI } I I I \ OPT.- 0 I I 1 1 C.M D. \ \ o VP ------------I OS.D. \ \ _ GFI @ 44" 1 1 1 ROUGH -IN FOR I I A.F.F. 1 �I \ OPT. CLG. FAN/ I GFI FOR I I I \ LIGHT PRE -WIRE j I GAR. DOO I I 12\ i I GFI I I I i 2 CAR GARAGE OWNER'S SUITE n PAT W.C. I I I 1 1 I I I I i I I I I I O I II j W.H. VERIFY LOCATION I I 1 IRRIGATION— _ _ _ _jj ,JGFIJ ELECTRICr,PANELA---Q t FI@44 A.F.F. RECEPT. FOR ALARM SYSTEM — VERIFY METER H.B. LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" GV 0 t'V CV CV M 6 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H U) W / E O I` 00 N_ It J = v N a O C -j � —I LL '0 10 a- U) d: coI- m o C - w LL n- Y a J �u� W W Cn aL� z�_ 'Z5CNco 0 LL O Z ILILW��°'°' a N Cl)Z X N O WIBM oo❑ cn o� Z m � Z � J cq% M z � 0 o a--+ cc ij— w Z v - O W o Ln c U 6 w m J E — U N • ) ¢ Y o w M ('7 z 0 Z � U- Q E w� E �Z �Z0 oa UO H @ _ R� 68 oU O� o N z ao a Z wZ o: o Y U OZz O Z ZCOt= VJ -' ym < ° Qw Z N m ?� Q } om 50 a Z W J � CO J Z 4 Y � � jI0 F or a o~ .2 O J 'Lo O ai rn 0 L � > O '�N Q n/ �,J,� 0 0 O O a, C m 0 c0 O ' j" "o = N t— ..^ I Cfl L N r O coM m E Z Z C E C a U -j Q p JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. 4 I co I 11 I ZONE-1 0 _N 3'-° ATTIC SPACE u") I o I 2373 SQ. FT' I I RIDGE I I I W I d I I O I O znj to I "' I RIDGE 15'-0' RIDGE VENT LU �Q d a :12 SLOPE w > 14'-0' RIDGE VENT O Io RIDGE I I I I 5:12 SLOB I I uj I I I I I I I i CD 1 i I I I 1'-0' ROOF PLAN - ELEV-Al_ SCALE: 14"=1'-0" ATTIC VENTILATION CALCULATIONS - Al (TRA) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area maybe reduced to 11300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req,) (Ft.) the space to be ventilated.Upperventitators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SPACE SQ. FT. SQ. IN. of Provided by Upper **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SQ. IN. of SQ. FT. Total SQ. of ventilation to Ventilators (Values to be verified with Manufacturer Specifications) ventilation of vented IN, of vented be provided SQ. IN. of S0. IN. of (See Elev) OFF -RIDGE VENTS - 138 SQ. IN, OF NET FREE AREA /UNIT required soffit ventilation soffit by upper Ventilation Ventilation .SOFFIT VENTS - 7 SO. IN. OF NET FREE AREA / SQ. FT. needed required .STUCCO SOFFIT VENTS - 126 SO, IN. OF NET FREE AREA I SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Fonnula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) - Main 29 1 Floor 2373 2278 325 1139 81 570 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESlSOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. N O N N N No PE78750 M w To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering po C C d H.B+ 5'-0" A TYP @ 1 STORY S3 U.N.O. I 65'-0" 2'-106--' 5'-11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ............... ■ ■ ■ ■ or, \ I 2 -93 I ..... \ I II °' 06 -0 ■ — —\ 3 1 /2"C)t \ 1 I I \ } o J I \ \ \ \ SINK / DISP _ _ I : ; \\ I--- -- :: } I 0?� A o LO LO L D.W. oa 44 S3 iv `� I L— — —J I CHASE TO IS II TYP@ 1 STORY U.N.O. STEPS AS ■ r \ \ CJ L — — — — — — — — — — — — CJ OPT. —I—e4 CJ: PROVIDE 1 � RECESS \ \ CJ�I ■ REQUIRED ' FOR SGD. REFER TO \ \ REF. ::: ' : ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . '.'.'. .'.'.' : ::.' :: 10'-104" I PER FIELD I MASON'S SLOPE FOR \ KITCHEN ISLAND ; io CONDITIONS WIDTH \I- \ LOW WALLS I • : ; : •; ; _ `r 4'-0" ' \ \ 16'-10" 12'-10" 0 INDICATES FILLED CELL w/ 3000 PSI \ ` CONC. GROUT FROM FT. TO BEAM ` \ — — — — — •— — — — — —� W/ (1) #5 REBAR VERT ABOVE SLAB \ ' ::::::::::: ::::: ' :: ' ' : :::::::. ■ ■ ■ TYP @ ALL PLACES SHOWN \ I .::::::::::::::::::...:::::::::::: \ TOP OF CONC./ PAVER T BE 4" ■ 2 #5 REBAR () \ 0'-0" HOOKED FTG. DOWELS 5" EMBED \ \ I ■ 4'-0" 4'-4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ BA CHASE BELOW FIN. FLR. ( STEEL" \ � BASED ON SLOPE, FILLED CELL PROVIDE Yz' x 9" � - I \LOCATION I RECESS FOR FRT. POOR C? I L v o I \ 2'-6"x2'-6"X1'-0" FTG 1O I -4 S3 - \ 25'-10a7.r \ \ 9'-5 2 .. W/ 3 #5 E.W. 126 \ \ �za O I 4'-4" _7 T� . .— ....... I \\ \ . . . . . . . . . ...... — — — ---i---—'rl\� ■ - 9 _ I— CJ CJ \ (2) #5 REBAR —jin 0P TYP @ 1 STORY S3T I S3 CC U.N.O. I chS3FILLLED .ZN CELLVERTICALS 2'-6"x2'-6"X1'-O" FTG ; I :7 3' 5" T-1 2'-6" x 2'-6" x V-O" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE I MTa I W/ (3) #5 E.W. -3 1/2" G S3 I : o co FILLED CELL ......... r.. ................. I 0 . . . . . . . . • . • • •--. ti- .-• - •--. -.- .-.-.--. ■ I5'-3" 1'-10" 3'-6" I o 0 I � M I. ' I N N ■ — CJ :: 'CJ — CJ I I I I o 3-1/2" MIN 3000 PSI CONC. ' 2'-7a" ' ' ' 7-10" EDGE OF SLAB 2" SLAB FOR HERNANDO ; BEYOND WALL I COUNTY ONLY I (: J N 3-1/2" MIN 2500 PSI CONC ' K - r�"'� L_' S3 SLAB OVER 6 MIL VISQUEEN co I S3 o I VAPOR BARRIER i2 35'4' 20%6" ■ I BUILDER TO 0'-0" : ; I PROVIDE I (2) #5 REBARAPPLIANCE I I VERTICALS / in : ; 4'-0" ' ' 12'-1" ' O PROTECTION FILL FILLED CELL WH• WHEN REQUIRED (-----------I— PER FBC - --- -- ---------1' — -- — ------JNI EO IN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1'_U, L 5'- A S3 TYP @ 1 STORY U.N.O. 6'-0" 6-0" 5' C it FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-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 LU z Win - E CONTROL JOINT DETAIL SCALE: 3/4" =1'-0" #5 CONTINUOUS . • ..,• �- REINF. SEE FND. FOR QUANTITY ;; ��• .,; ' ;• #5 X 25" X 25" CORNER �' ' -- BAR ONE FOR EA. HORIZ. REBAR, TYP. • U.N.O. - - —Alternate: _ ' ,; • The reinf. bars shall be • •. •. • •. •. • •. • • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" I 0 N CV N 0 ••u;,45ixx35 a� T�"•� Pi.z�r (��'�a�•R 07, �� •• Pao P 750 01 STD • F:�•. 11j11,1115tJO To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W h W p£ m Q N U N_ J 00 N I+ O Q 9�� N iL 11 W H rn N O u- W d 0 0 J u_u_ d �2 Z f0 3 0 N CO R' 0 J W a IL7f6 Z N m Z Ln 0 O U U (n Z W ao❑ N M O O z z - N M (n z a o a--J � U OLU g VIM U M � _ SONW J 8 I a� N M co W Mo � o g Z LL. E �o � > ¢s a, E _ o E a1 ❑ & N � o ¢o ¢ a W- L v3 C¢ . m C) oz z -t hg <� >Z �z C 3 � per¢ t LL Z do �w <o =� J �O ¢¢ a0 CO V w zl¢ 00§ j ^ ' u/ O � 16 0 U O > N G O O O m O Nt T � :d T► T N T � � M N M c� z z E 10 a co `o E U o JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED CLADDING WIND PRESSURES ANDOSUUCTIIONS FOR MEAN ROOFOHEIGHT 5T 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n I 2r 1 3 3e I 3r HIP -35.94 -49.57 -49.57 -49.57 10 ; GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 1 -78.58 - ---t-------� --- -- 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 INFIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 II NAILS @ 4" O.C. ON EDGE AND 4' O.0 IN FIELD a ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s" EXP. 1 (24/s) or 1%2' EXP. i (3716) TILE: i�32' EXP. 1 (3�6) I { r I NOTE: ' I I ! 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d 2 3/" x 0.113" NAILS �", 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t9/32", SHEATHING SHALL BE FASTENED �1 , ,aWITH �3. ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS a=oft GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 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 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 100011080** - - 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" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "I HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SPi 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 1 570 (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 MMUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 I 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) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS: SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ,ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" N O N CV N C"> O `!!!l61FB@GFE/ LE'vv;co� E N C •. �Pi,•o No PE76 7 SO r. :b ; gT T E SS10 NI A i 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. fA Uj h o E r �i O M c0 # 0 CV N J Q 7 LLi W N* 1, W a iii fn N O LL d to LO Z �;a6' O` L 6 O O F- , co ix O J co ¢¢G n ILW z n MZ ofrn0 IL N 00 v -p' W W ao❑ W M U (D NMI z N O O z z Q J — t• M V) V w � 1W LU IS � U m O w o N C tl06 CD +J W J1--- E 8 o �•.., U o c U) N 44401 O m w m M o z U_ E x -0 o Z® E OV WO 20 oL 0o z N @ L a� ¢ z wo ¢o °� w W ru 2 _ _ C U m0 °E Z H J a W 1 z O 2 o E Z go a �W W U z� ao aZ k �_ �3 �w <, - '= mi o �OI¢ z¢ a O ti c 3 C:) = O� (� m N U L � 0 O •— m CV Q U O O %%MOO/ O W E co r = N r —• O C� 0) N r E Eo N (N c� z ca z N E O a E U J 'a (a a) JOB NO : 21-4270 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominai 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 / . 0 Safe vertical load Safe horizontal load `<� GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 WIT FORM & GROUT SOLID :.a, CV Q o � J O #5 BAR CONT. 8F12-1 B/1T (0 "V" LINTEL DETAIL SCALE = N.T.S. IM I Kamm TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8 F 16- B/ 1 T a u Z Lh tNOMINAL.QUANTITY OF #5 REBAR AT WIDTH TOP NOMINAL- o HEIGHT MATERIALS c� prir ecast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w1 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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5(1)RE MIN.. TTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° d O d ° d .M.U. #5 REBAR AT TOP ° 4 ° D d° d ° GROUT MIN. (1) REQ'D 1-1/2"CLEAR d d ° Q L, n O ¢ m 4 C.M.U. ° 5 REBAR AT = � j ° O BOTTOM OF r cn Z w 0 LINTEL CAVITY o U ('0Q \ -BOTTOM U ot 00 v REINFORCING Z a ¢ d co J 7-5/8"ACTUAL PROVIDED IN z LL O W 'r' ¢ Ci m Oa D D �o �o #5 REBAR AT BOTTC AS INDICATED 40MINAL WIDTH 7LLINTEL (VARIES) on M cr LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting, Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" 1. z-J � c? 0 CV N M C7 �r..�L^ Epp tNh G� 1°eee �:�• FE78750 • • No s ST l • I``�� `gyp t.,t S:ti4 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. M W QO � n v E co � O 8 f0 r-* C] N N � J N � LL C 0 C1 J G 20 1', ",- w H cn I- r- a � w a M LL 4' Y Q ui j LL LL a Lu Z � mom_ 00 Wo IE -9 W 03 r- m o Z LLW 00 d a 2 N Cl) Z W y O 00��� W ❑�❑ z N o z D IR Z r; Q J Cl- ti cNi In n' Z c W U1 o a--+ (� a w OLL o Vi c Cq �N (6 r- co all U c w j r - E m 8 _L.. °t L Q co Y u 0 0 r. Q N O� O Cl)0 O Z z ¢ L_ Q E 0 Zo -0 >ZO Z co <S 6 Ro a ¢ 00 o 00 O E N fV dp ¢o ¢o d rW L roo �Z o< Z g0 W N a y w 0 aE =3 �w X0 O C Li z¢ 20 a 0tZ 3 >L J O �t 0 U O CV .-. > mV `0 H N 0 r co = 04 r LO _ CD rn LO T E E N `N � Z Z E o FL U � Q p JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. LAZING ADJACENT STAIRWAYS WITHIN 60 INCHES 1524 M HORIZONTALLY OF HE BOTTOM TREAD OF A STAIRWAY N G E 0 I ( M) 0 T 0 D S I I 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 61TMS 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. 1.13. 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 L1480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4, 1. 1. REINFORCING STEEL SHALL BE ASTM A615 l 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 CENT F EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE CENTERLINE O EACH CH BAR 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y" GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF V 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 11 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. 4.15. 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 A36136M 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 1'4of 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 sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C"FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/ 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" 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 I NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. N 0 N N CV M 0 ��tt.ttttfll,is �, O .•�r;,•Iv v;.•,• �n �•, •No 8750 4 •14 •ter: f 5T GF : p • y �. •. ''a �` • : 0• R r? t�'0 * �E N )\ 9%► To the best of the Engin ow edge, 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 of oo O M 8 N co'* Q C .= p 2 N k LL W N Q U) I-LL w a- Y aj M aCn u-� a Uj O; N� of0 J d ¢ < Z ILWink°'°' LL a M QzN Np Z O U U_j N W V M N CM � z N 11) _ O O z QD z o J cl- U) V) N M z 0 (� m w32 O (10 � � w o C N� u) w J C) o a o co w cy> z a Z Z < ,L w o z < � ui w V O C6 I- @ - 57, <� o0 c, Z O � N ap <o <omo aZ �W _ r_o a < Oo �g F o � ZLL }z Z z a 3 S< z 0 �1z Q � LL N F W � J� Y F a o O . � z ii � �C:) 'Lo J O v rn 0 L � CD > 0 U O N ry Y > O O o C E r r CO = 04 C.0 � N r EM m N C,4 M o z z C E 0 y m a E 0 ci a a JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. SIN CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCIOJoist 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 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x T + 5/8" or 3/4" wood panel .902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blockina—, 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING )/8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate ZOne details in 10d box areas=20 of high or=20 sinker lateral load. nail each side 10 -011 at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O O H C G O O O a _ Ro 1'-0" 0 9 ' o L � U i • 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 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS T 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) 1 Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. v'/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. i `V IVLLJ lL/\VLr MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) —\,,DO NOT cut, notch or drill flanges FILL CELL STD. 90° HOOK BOND BEAM w CONT. #5 > STD. 90° HOOK BAR CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap ?min. 2" max. � 4 max. Q Clinch nails when possible Tight fit u 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — I 16"" A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. $ g 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 %'- KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. When joists meet over wall, provide —1 3/4" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC1 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3 Sd 14" 2-8d 5-8d BCI60008811-7/8" BCI6500s0 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s0 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s(5 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22)' NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 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 Joist I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S Ja Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ 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. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° SEE PLAN FOR °• ° . • FOUNDATION INFO ° c. 4' STEM FOUNDATION GRADE - a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) 45 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS I HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION Q n a / •' a'd a s Z � •'a � • .. . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 a a as A ea G a —,I[ � a •. Ili_ a SEE FND. PLN. SIZE & REINF. N 0 N CV CV `��kSOQ:FlO/I�! M 0 i No PE78750 '� �• F ' LU '• STA O ©'' FCD• -� .: err: `` '��' e �10 N y�1t 13; Mst To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I-,O �' IV, 1m N N m orp N# J 0 M to CO Co N � LL W a a rntiti'0 N m! LLw a Y 0O m LL LL d L Z 0o It Cr 3@�� Xo� Wog°'°' rn Qaa Z L& a _J Z N M Z O U U W ao❑ Z N M 0 0 z W z o J V) N t+J z 8ol = 0+� C9 0 — u_ +.- C6 w o U .� (D w o ,U v I (.— N I. U mi,....,.. W J,T L = w U oo N c iu ¢ � � ° 12 N � sm t• o �W M o , Z 2 U_ E K T O 1? E Q ¢U oa V0 I— C _ �U a¢ 0OU o� 0 E CN 0 ¢o tZ ¢w Cn� o�w U Z _ J ;m ,w Cn a`ni ' ¢mz $ LLa Z gz N w Cs� w� =3 > ° CDC z¢ a 0U3 E2 J 'U") O rn cc cc L U O N Q Y > ° O m 0 CD E � r— ca = N s— � —�• N r � E 3 O cN M z Z r_ E Ocn E a.0 -1 Q cc JOB NO : 21-4270 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 P') VARIES 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ �4 INTERVALS NOT EXCEEDING @16" O.C. WI (2) 10'-0" (R302.11) 1Rd TnFNAII S T P. R FOR UNDERLAYMENT r I �- REQUIREMENTS SEE R905.1.1 I I I/ 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD rr TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,G HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER I ° . - SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM -111=1 1 1=1 11= =III —III —II -II1=III—III=' - D7158-CLASS G or H, or ASTM I I=1 I [I 1=1 11=� P 1=1 I I-1 I-1 1 1=1' D3161-CLASS F, IN ' rl I=1 I I 111=� ° - - ACCORDANCE w/ TABLE I 111=1 11=1 I I-111=1 I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8 T ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G - ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS .) (OR %" GYP. TYPE @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE} SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" w (12)10d NAILS2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" Q.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND c`' ELEV. 0--0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL -0'-3 1/2" @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 ° a p WWF OR FIBERMESH WWF OR FIBERMESH ° ° a ELEV.-0'" z �31/2"MIN. �31/2"MIN. ° a p a A.F.F. ° U ° ° b> 4 Q 4° N A ° 1 /2"(min.)- 4" — p ° 9 l i ��l=�r 1 /2"(min.)- 4„ 31/2"(m.) 1=Ia 31/2"(min)- 4"_ TI —III II I TI 11rTTTI� �81 (2) #5 CONT. 4,1 �'-4 8 (2) #5 CONT. 4" 1'-4" 8" rB U.N.O. MIN.@ TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLK�C� CC S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING `-SEE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT 2x BLOCKING HORIZONTALLY@ BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11) INTERVALS NOT EXCEEDING #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5!8"° x 10" "J" BOLT @ 24" 0/G W/ 2"°X 3/16" 10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ ARCHITECTURAL w/ (10)10d NAILS N WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r E FINISH TYP, 2x P.T. PLATE PER MFR INSTRUCTIONS CAN,. Q�s 0_os�G1� e� 1x2 PT WD FURRING @ 24" O.C.-/ ASSUMED FINISHED #3 OR #4 REINFORCING BAR U P ° p n GRADE 40 MIN. F - 40ksi a . . A GRADE �„ ' ' z #3 & #4 LAP SPLICE y 1/2" GYPSUM WALLBOARD T a . FINISH GRADE 60 ' [GRADE 60 MIN. Fy= 60ksi] a .I = T m °' U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° - - - ITI-III- I - Z ch .p o • 25"MIN. LAP [30"MIN. LAP] D • � � CELLS (SEE FOOTING MONO SHOWN o —I I _ - _ w - f-Mm- t> FOUNDATION PLANFOR CLARITY _ _ LLI O° 6 MIL VAPOR BARRIER { I I a• ° I ,= = I =_ °° R 17/8"TFOR LOCATIONS)o ° o _ _ I- I -I- #5 REINFORCING BAR I - 1IIIIIIIIIIII=III=� 1x4 P.T. BASE NAILER ° I i=I 11=1 1=1 1=1 1=1 1= t I �I I I- r #5 LAP SPLICE 4"x4"INSPECTION D I —I 11-) I I -III- I = I— I • 1111 � .I I 2) #5 CONT. NOTE: ° ° — — — - ° . " — _ — I_I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g III=III=III=III=1 I =1 I I T COMP. SOIL. COMPACTED TO - ° - 8" 1'4' 8" FILLED CELL TYPICAL 1=1 I I-1 - I- I= I I e ( r l _ _ (TYP.) W/ UPLIFT ONLY 95/o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ _ �-�=I ( I=I I I (I (=TI= M AT GARAGE CONTRACTOR 11=1 1=I 1=1 (=1 1=1 1=111=1 11=1 1=1 1=1 1=1 1=1 1=I 1=1 D1557) - -��-i i i-I i i i i #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn -III-1 I —I 1=1 1=1 —I 1=1 1=1 =1 1=1 1=1 I 1=1 I 1=1 1-1 11—' 4" V-4" TO CUT BLOCK OR POUR "—iT-111-111-1 I I II(=11 #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. I'00 A II 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR o f I I I`= I- .- z min.) 4" BARRIER I u, D 4 I ° Aa �r GRADE I _ r = COMP. SOIL. ° (COMPACTED TO 95% -T I MODIFIED PROCTOR I =TI=11 I I I ASTM D1557) M 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB \ PAVERS---, SEE A/S3 OR J/S6— -t 477I 111,I i, I I I i FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (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. BLOCK WALL BEYOND O.H.D. RECESS z _ -0) #5 REBAR w/ OPT. I I- 11-111= 11=SGRE�N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS (V ' M T �;• CO • SEE A/S3 OR J/S6 I I I I I I T13" FOR REINF. INFO. MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ci ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN � - TOP OF BEAM VV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL zooc := _— —_ —° °: ' ° a ° I�, rrTl� TI�, rT� T� E BEAM SIZE & CONNECTION INFO r I a P.T. 2x 1/2" GYP. BD. >, HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — ¢ INTERIOR 4. ° 31 /2" G °. r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c - 80 co 6 MIL VAPOR z— BARRIER ' I1=1I=ICI L---I I— INMI: I: 4 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 I 2x4 #2 SYP P.T. FRAMING w! I I MIN 7/16" O.S.B. SHEATHING , ,I SEE A/S3/J/S6 ��j� - 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL jw SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM v7 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 MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAMF ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DR SCREWS @ 8"O.C. TO PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL _ MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a �) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 CN SIZE AND REINFORCEMENT)LU ° .- �- WWF OR FIBERMESH , BRICK PAVERS or SLAB PER Z a w p o `� v I —III —I —III—III—III—III w 1 = III=1 1= I I- Z -III= ! • ° a _ _ z < COMMUNITY SPECS " I; =_ � - -�'c -CI) ¢ 0-0 FIN. FLR.� `'•�':�%%off � i' .'�';�'��':�''`'�''`o`''`'' FOOTING J III —III —III —III —III U =1 1=1 1=1 1=1 I I BEYOND PAD REINFORCEMENT '' -I 11-1 I I -I I I-' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 N N N M 0 ``0�4,t690t'¢�rB N ! E W, v N S�•sao,rs 4>'���o��C, co; 50 No p- .� op � r � M To the best of theREngmee s'khowiedge, 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 a o 's N� v G 6F n 02 v, xt w to cnNo� u_ a Co u_ u- a 0 Z _ �-.; ° I wro O~w W C/5 a IL ¢ a N co O U tUq $ C¢] W ❑ ❑ ❑ z N M og z z J M N z 0 (� w U O N NLn w o C U t- J E 8 �I U U) �Q c O w Mz o Z U E W . O 23 } N N Z® g Q E g od U p N f— 0 O x o U O as o az a Z W7 i Y Z LL N J m a az u� co a Z dz W a0 �t O JZ < =F ;o o a ZI¢ a o~ U �L J Orn m 0 > U O W N Q U O O (.� � m � E T (D T_ = N r TT— o Lo ,.tom. 0 N r E O N rn M N M z CC � �; Z O y d U .•ice. Q p C JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN -�rq - 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (rYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C, SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 7. 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR —/ WALL CLEAN -OUT q WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \LnJ —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED Fill COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER #5 CONT. AND FI 6 K.O. BLOCKFILLED W/ GROUT MAIN SPAN F TRUSS UPLOIFTCONNECTOR (SEE SCHEDULE) REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOWrC� S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d d d o 4 a d G a Q o STD. 90HOOK 8' BEAM W/ (1) #5 CONT. IN OPENINGS /INTEL 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. �3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 4 8 a e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 'V 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" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° a DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. d GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR SPLICE STAGGERED J-BOLT TRACK BRACKET vvvl 1 1 nvr♦ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) 1 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (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. Op # SIMPSON HTT4 TYP. Dp �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 SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 d0 d • �4. �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7UP 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. L+4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON / SIMPSON SP4 / SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) 3 (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" :>OXIED A.T.R. t&NUT OXIED A.T.R. ', & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING a I i 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " J_ 2X8 P.T. BOTTOM PLATE UD 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'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY— SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. 0 N CN cN 0 4aLEVV7lb''iis �• r^j� (, F_ N S iS' �� C�: •`• �,� '. � as 'S� Z No P : " -itA9_ ,fit M1 ja • �++ n .'E OF �. d�je► 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 Enginee s signature and seal. o W E Q oo O M U N , U N CJ i Q � oD 'oLo W M a a X a �_v L JLL LL a to o � �! , 2 H w W 'cu N csJ O W ' a D cj ¢ a �• & 0y N M Z of N 0 O U U z WFM M � z N O o z � N Z o� � — VI V) z Q) a MW � c,-, W A O W o N �U111 153 U a J allW L S � � c W -® o ¢ x �m co coW � o _j ccF CL E o �O �a QN za oa I— r6 x� �� za¢a� E C ) < =wZ fu 1o� 0 zN= ^ j J N m ° Q W l z c3 dt a o� z g� W U 3: <o -z �o o O w� I a � cC 0 >U) Orn 12 ra c� 0 O N d > 0 (.0 C •� E d" r T� cc r 0) r .144"V O T- 2 co j T ai E 0) c CD N z z E O a a E U Q p JOB NO : 21-4270 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. ENID. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \\\ 45' ± SEESTRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER2x8 SYP#2 "L"BRACE TO RIDGE FASTENED AT"L" @ 8'-0" 0/C.WEB q�: EXTEND AT LEAST 90% OF 1od BRACE TO EXTEND 2x4 CROSS BRACE LENGTH & NOTCH ATEACHJ01NTW/(3) & (2)10d TOE NAILS @LENGTH AT LEAST 90% OF WEBAPPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C.2x8 (SEE TABLE) RIDGE FASTENED ATSIMPSON H2.5A w/ (10) 8d P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od &SILL FROM LEDGER TO 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. Nz 7/16" OSB SHEATHING ATTACHED W/ 10d ENDBLOCKING GYPSUM WALLBOARD 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 OSB SHEATHING ATTACHED 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. H CHORD THROUGH 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 IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING j L DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2) 1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED 2 () 16d NAILS W/ (2)16d TOENAILS FASTEN WITH Odx3A @ 4" 0/NEL OCKING�lC SPACED WEEP SCREED 21/2" P 8'""J" T. ILBOLT 48" 0 C NOTCH "L" BRACE HERE THE PFIRST (4) ROWS OF TRUSSESANEL BLOCKING @ 48" FASTEN2x4 " BLOCKING ON TOP OF PANEL (2)16d NAILS INSTALLED PER MANUF. x �° WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS BLOC IN 4" FA TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" i GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR N T X-BRACING, AND TOP r "' SEE STRUCTURAL CHORD BLACKING N - NOTES AND NAILING INFORMATION GO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES 00 co 2N4" CROSS BRACE APPROX. 8" FROM - 2x4 RAT RUN BRACING1. q. % RIDGE FASTENED AT AT 24„ O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d 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 SPACE AS SHOWN FOR 3 PLY MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1Old NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2x4 LEDGER ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL L � 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 10dx3" @ 4" 0/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g - SCALE: N.T.S. S5 SCALE: N.T.S. S5 CROSS BRACING DETAIL S5 12 6.9 MAX., IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2)16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. S5 GABLE END BRACING DETAIL GABLE TRUSS 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. SCJ "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)114"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z ED BRACING w/ (3)10d x 3" AT I = • EACH CONN. @ 24" O/C 1\_MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION aumravry art wi k I L) 10d NAILS AT EACH STUD 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" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (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. '01 i9INS o NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS JI:HLt: iV. I .a. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) `-COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CV 0 N N N a`��g4Cai6dAP�,� o l_ E �roi e ..�� `���� • �\C' E !�•-3 � A No8750 M i M .mow OF ;•�, •: i � ,C �`• 'gym 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. N ti W .4 d E00 p N N ib FA N Q J LL 0ft (acn �;@ r j N N nu, uJ -o - r.0 a I a aY ._!I i t0 Z `6-.07 f R "' f'�i Imo pw 5 'm N m ow 0 J W Z LL Cj a N Z co W y 0 U_j N Z O U W 0 z N M — o 0 z z o J V) N M z a � o �m c a U O w o un c aimw v �— E 8 z = t U) _Q c N M I� W M ° Z I Q_ E E 8 z 0 W O ~<_ Y N Zo Qry za �� cu T _° U o o L <z Q= 6 z ww (Q p m ° 1, zz J aW zz cn am ao 2 NW 1o Y r � �, _ =3 °0 o L4 w, >° 2 h- °U z ¢Q 3 2� J 0 ai m m m 0 L � > U O •— (D N U 2 /dam \l./ O TT (o r = N T- T- O T co _'. � N E N M c� 0 z = E O CU 0- E 0 0 J cc Q 0 J JOB NO : 21-4270 SCALE : AS NOTED SHEET NO. S5 i Q 0 co F4 J 0 I Q O N N �O to N to J 0 I i rY -o ;g i CI d 0 d E N 0 S 0 v c J rn t7 0 U ci 0 i a 0 0 U O J N 17 0 v 0 0 a 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 V2" DRYWALL DOOR JAMB (REFER 1x4 ( " , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR coNN. PROPER INSTALLATION MAX 8 � DO NOT DO THIS ' 2N BOT. PLATE W/ (2)1Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRINGAND 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3/16 x 3-1/2 72X8STAGGERED #5 REBAR ` 6" O.C. EDGES DGES AND COMMONOFI@ELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" @ 16"1x8 (TYP) ` '' P.T. FROM EACH END w/ MIN. BLOCK@ SPACING �r Q.C. 2-ROWS INTO DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w! (2) ROWS 8d NALS �� 3 DETAIL `8"fD. 90° HOOK (TYP.) STD. 90^ ` /� FILL SOLID 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. HOOK (TYP.) BOTH CELLS FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL TE: t[N EACH END W/MIN TO PRODUCT APPROVAL FOR CONN. 1x4 P SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" OM OF AND x 3-1/2" TAPCON @ 16"APPROVAL FOR CONN. (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/ � FIRST COURSE ' +2 NOT0 MPSQN HGAM10KTA 12" O.C. �° w/ (4) 1/4xl 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` 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 'LED K.O. BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS Mv',c', CELL PER FOUNDATION PLAN —T FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T•S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY PRE-ENG TRUSS DESIGN W! 1/4" x 31/4" TAPCON (1 1/4"MIN. = 1610 #FOR 2 STRAPS SEE NOTE 1 BELOW01 FILL 1st4 COURSES SOLIDWlGROUT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" n 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4"TITEN = 2150 #) ALL TYPE _ BRG WLL 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, FASTENED PER NOTE FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 2 BELOW LCONT VENTED OR SOLID SOFFIT FURTHER INSTRUCTIONS. ' ° � ' aA' � '' ' •• • " BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP OVERHAN�.� CONNECT W/ 8d NAILS BRACE/ BLKG. BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS N.T.S. w/ 3-12d NAILS, TYP. (**) :..<-::..a.; INSTALL WDW. SCREW ANCHOR—". x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN . RETROFIT WALL OVERHANG DETAILNTS 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'Y2' WOOD ) () 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3" LONG T-NAILS 24" O.C. @ 4' MAX. RAD. USE (1) SIMPSON 112" HD TITEN (CENTERED) w! i - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 1 r—Ors 5�-Orr ARCH DETAIL i MIN. 4" EMBEDMENT AT 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE � STRUCTURAL SOFFIT TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. PAN SF01 SCALE: 3/4" = 1'-0" (**) FOR SOFFITS V-4" & GREATER INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED ALL THAN V-4" MID BLOCKING NOT REQUIRED ' s n � EMBEDMENT INTO K.) 1/4" MAX 2'-0" 8" PER NAILING SCHEDULE *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ° • ; , D. ' a , #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i 1'0 p • P. 4 ° . ' 4 CENTERED W/ g 9 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2 X 4 #2 SYP SCAB TO SIDE OF n .. ° °0 - IN TOP o ► •� ' KNOCKOUT / zv TRUSS AS SHOWN FOR O.H. UP TO 2'-6" .' ; ° CHAIR BLOCK 8d NAILS @ 8 Q.C. AT BUCK * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. — — 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/ (3) k0V (2)10d NAILS @ 8" O.C. FRyTO TRUSS TOP CHORD _ MONO FOOTING •> D >• SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK- WITHIN 4" 12d NAILS + tF NOTN PLYWOOD SHEATHING +----/ AND SECTION DETAILS -I BRACE EXCEEDS 24" (1) JACK TRUSS PROVIDED BY + LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 + CLEAN FILL :s A. ° P 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. + + DIRT Z TO BE INSTALLED 00, + BLOCKING AS BUILT UP PLWD. BUCK - 4'-0" MAX SEE LAN + + REQUIRED ° ° STANDARD o 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH TO SUPPORT TRUSS + o 90 HOOK #5 BAR IN ' TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4/2 WOOD + + SOFFIT FILLED CELL, -; -L� -�� -, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + 2X4 SYP , , • , • , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C.sk EACH TRUSS .- .• �.- .• �.- .• �.- . �.- .• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L CONNECTOR ° REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SEE LINTEL 7 SCALE: 3/4" =1'-0" SCHED. GLASS BLOCK INSTALLATION NOTES ENTER SO IT NOTE; IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. PRECAST LINTEL B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE ELEVATION EXTENDS TO SILL. FOR OVER HANG EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR (MAX. 4'-0") D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL MIN. HOLE SET BAR IN DRILL 3CAP 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SECTION @ ROOF EXTENSION M EPDXY CAP TO PREVENT LEAKAGE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL � � SCALE: 3/4 =1-0' SS TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS Aga. ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W,W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. >- #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" SEE SHEET D2 AND z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 6'_0' SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR O co ¢ (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 1/2" NAILS TO STUDS & (1) - MORE INFO FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 5/8" DIA. ALL THREAD ROD U_ v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. o 0 0 EPDXIED w/ SIMPSON "SET" w a A REINFORCING AS FOLLOWS: :;_,. ::_;'"<._ SEALANT �I I (r EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE ¢ U j * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ; ' i; ' ` ° — Tfi� II --I-, I I I-- �' • PRESS PANEL REINFORCING INTO PLACE, • — — I I —I - " v z #5x6 EMBEDDED INTO - 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL D. _ D III= I —III— — — � — � � ¢ _ � EXISTING FOOTING 2 #5x6 IN CONC. ( ) ° cn u� FILLED CELL SMOOTH. DO NO FURROW. , �t DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. a — rrT SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 ° Q REMAIN FREE OF MORTAR. NOTE: M z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \ WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY `. \ A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN ��� - EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION 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 RETROFIT FOR MISSING MSTAM STRAP FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-0" N O N N CV M 0 LE yk, 'i o �• NO PE78/bo •• W w q ;�� r •• i • T OFST AZI ^G'F4Alt— 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 I- h oB � O co, coQ ON N _ ci C -- 20 N U W W 0 Cn -r- a -r W d m CDu. 0- he a LL 'S _j d t� Z rr a � 0 W = O LT 'T . LL UW 00 — ci _j o N CC")Z W ro 0 Z O U U ❑D ❑ V M � Z N O O z � QNQ z O Q N M C6 w U OLL1 g v =� Rigc �- - E U o d ¢ 0 0 N o w co O 0 z S Z I ILL Q E Qs® ,_z oa pro — 5g_° U a F p O S O o aZ � _ Y m0 o o _ J U " m a" Z Q W zz u> U) ow Zo 5Q W Q U W <o a w w �G �z <� x3 J o ;o a ° 3 �LoTm J Q rn L 'C U O CV Q Y > Q O U O m W O (a C� t— r = N T— rTT o 1 (0 � N 'r E E O N c,) N c� z° Z = E Q ij _ d Eca U Q Co _ JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS yy/ e--IUU `W LllVi 1 11\VJV Vv L.LJ 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. —� ---./ WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL (7\� 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 r SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. 11 '° SECTION @ ENTRY $ SCALE:NTS SIMPSON LSTA18 W/ (12)1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INR (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2 NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE iOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A 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"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER CENTER OF POST r r. igi GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 44. COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION RFrTIONI AT HIP C;ARI F EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD -TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS --/ Ei +71 OR IF 2 PLY TRUSS SIMPSON B H Z 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. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ 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 <-- 0 N CV CV M 0 tp P co t37 N o P •� M -,a � ♦ y .'. STATE OF 1/�4: 1� y ':t ,11% z ia 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. rn W) F 4 o EE O M U R a CO N J N oc mJu_ o ' � a0 N U . W M 0) r-- fJ uw a u a aoiN0 Y LL LL a s Z 0o tmT � 'N x 0 Ca '1<0 ILWU5 o Z OUv�vvi W El Cl 0 Z N M O O a) Z J — rz in � N Z � a) :7 0 +, w � 11 U 0 N � w a in U w m E — C s V �'•... L U o 10 c o w Cl) " o� Z LL_ Ects oo W <s z0 o a o� W W _o o E CDQz GV ao o Sao &Z wz i (� Cn C m� 0 o CCU:z w O ZzU Q W Cn a`_ni o o 3 ° W !�- <LL dZ N W �. z �- o <� 0~ �o Z� a O -17 >� __J o a; m 2 co co c� L 'C > U O CV Q Y > O C)C o m E r 1"- d' ICU = 04 T" N � � C) ` M z 03 z E O m m c d U � Q p = JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL 0 COMPATIBILITY SELF -ADHERED FLASHING 2 3 o u u DO NOT FLASH OVER BOTTOM NAILING 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 WEATHER ✓E BARRIER & WARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING NAILING FLANGE 2 8 SELF -ADHERED FL.ASHING 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 T-4" PER PLAN 1'-0" PER PLAN 4 SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER w U) DOOR ROUGH OPENING 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. - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 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 SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, vim with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The A, 2 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 m CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER in Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" LEASE VERTICALLY FROM RE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: W 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712, Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: r 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 1 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wail and roof intersections. W R B 7.7.At built-in autters. D- aJ �b Lu PLASTER STOP - W CONTINUOUS BACKER - U ROD & SEALANT W W w A iERED FLASHING FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER ater eslstant arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATH ING,'OSB', PLYWOOD, DENSGLASS SSSS FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N 0 N N c'M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0CD a E 8o U co O N N O C N� J J u- 0 0 .-9 7 to y W cArro�Wa �k L, W Q AMC o u-a Y 0 JU_ t= °- .�-. Z �m �5 fi '� CVO m O.O J W �2�rn W Z IL QQ¢ a aZ N m Z O U tY cn O U W W ��❑ M Z N m O o Z ' Q J - Q N /� L/ I N M z U v0 lL Vi r6 w ° U O-� Lu g t!) _N c . in L � a m �12 c N 4m a �w M cos E zo os Z® E ca 6 �o oo U o �z CD CV ¢z O ¢o ° Z w 2 1- rp Z2 Fo Zz ZIV .2 m Q W J N ¢ ° �z o g o< a �W ao o� �- J w =3 �lo �_ O az °O12 = U 0 m 0 L � � U O N cc> U o m 'O•� O ^C W E 1117- �J' co = 04 •••-- o I Cfl N r E N rn COM z Z E O02) m GL E U _J -o iU Q p -J JOB NO : 21-4270 SCALE : AS NOTED SHEEP NO. W P f-7 r,7 2 February 12, 2021 1 > A r"t TM F P`h0D U (";`7 APPROVAL K� A P"EC w;`1 F k; AT 10` NO 5HEET(2021) Florida Department of Business & Professional Regulation Building Codes and Standards 2 . %`S* o -------- - - - --------------- - ---- ProductApproval Application Detail 0 Co fAilitunti" Brack*U (10 r5ou, gel, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibrmation and approval numbers onthe building components listed belowlf coo T­ lewml.h Mans.fot., Witill, or Upon" V.IidAd ffit Data Date VW!dhid Rutirgiftod 299 Istmellm racAjobrorwxi Date Aleard. Stafti. Cn 1z"! rieviWab 2020 Th.mo.-Tn. Corporation st-isparse, Lpd.b P. S.h.ldt, R.E. Ryab J. King. P-S, 670=020 avlwzom 07/29,7020, 10113r420 App,-d they will be utilized on the construction project for wh ich you are applying for a C.L69.,T, Ettori6r0a.. se�ma PE-0409 ZO13)7674555 0 Carnpliaria. 1116therdt 9.11i.tion Retror 110. a Florida Re011sterodArchite9l Ora Licensed Fordo m 0 0_ C 0 3: Oaa� �be 0A to W) U_ see �joclr Schedule CategorytSubicategory Manufacturer Product Description Approval Number(s) Test Pressures Ex Date p ICU CIO 1 Quality Amlirance ApprObrodfor use Apilro"d for use innolipt Dolan 0 CU 0 > I. EXWRIOR DOORS RIght8failtkillit(IOG210 90 49011A I a, Tbeima-Tru PrOdUdDejai0ton ERNmidVOIranotI.Datit Nominal 11 -8 12,WY2GZI In, HYhZ yes W.16 liv Yes llt.$pta yes Preimuto Rik -10 E 0 pq.. A- SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL2M1. 1 +67.0/-67.0 psf 12/3112021 Bolts --- 2 b� 71ionne-Tru tlr� , St., Y. Yes Yes MA CD L+C) CIO U) ThermaTru Fiber -Classic and Smmth-Star (IMPACT) FL2M8 +67.01-67.0 psf 12/31/2021 Z 3 r.Therma-.TrvFier-C1­[­nd Smooth -Star 1=-I -.11. 1,2*112021 Yes Y. Yes WIN ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.CV-80.0 psf 12131/2021 Operpottle, Edge Fiberglass Double Dwwltb or its, -14 Sdf-Drilling 4, d. Tb�mfe�Ttll FIb­CIaaAtdG...th-Sta1 label Nominal 603a.0 &qUoI;hnpAm&qu61; opaque i=1&02� cpn�adgte �ea Yes Ys. NA, B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15 -332.5 +40.0/40.0 psf 12/3 1/2024 e, TheMir-Tru Nmbiri.1=117 dl=.1111-�ati apequ. 1LIM112021 comi Edge F1b"assiSiMgk,O�mwIth Yes yes yes WA PGT Series,5570 FI_251�9 4/14/2021 Gidefitotstiln , eWIb9;oumwIro: Xo� OX-or OXO W, U"t Bottom f4ge =39;0ACIUplJrnpaCtaQuot: C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) "1 FL8248.3 +31,0/-35.0 12/311202.3 6 1. ThffM4TM FIbpY-Q0tmfC and SM00h7ftr olhaquc M100211 1 . I Edge Fiberglass DoUblo DW-01thror 0 yes Yes Yes WA (TY&A3 in 610M) 7 sale FIW-010 ar4ftoolhftt gumillb., Nixtrinal.66#,W% Impa. lkquCtGlszod uIs, Yes Yes Yes W, Wayne -Dalton Series 800018100/8200 #1123 (1SX7 FL8248. 10 +3,0.0/ 33.5 12/31/2023 Composite Edge F b in a om 4 Front Cross.Support D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 S Ingle & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31.12025 6 h, ThermetTrij Npillin.] 6900�8 ",01,11inntiodltium: Gleasel 1213112021 Comber Edge 0=,�kh Yes Yes Yes NA Imaybecuttow) a Rharglasiss4orce Strail sm (IntWinpionitswing: L' )(or OXO Le(I Bracket (16 W uge) 9 jrhambaThl Fihar,Cla�mt�sml smacith-St., ir: i21ZVM1 Coma- PIM.rd..a Dotibl. D­fth or 'Ithout= MIA 2. WINDOWS SS r4tirto AICUnit Oo�Wim Side' 10 j"hi,6rmstru pipsr�l.itl.ald sintporl"i, optifigrationel 11 -ad 1=1'12021 �s,I Yes Y. NIA iiach Ode for huerkane A. SINGLE HUNG MI Windows and Doors S erles 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 Cbml0sita . gamr= 1,1,rmjmg10 Imrig,Xit 11 ii. Thermi Fiber-cletsel; trip t5mooelh-SiAr mg ,bi"dr olazed 12j�v?021 Yes yes yes MIA PGT Series 5500 FL239.2 N/A 7/3D/2025 INSUALATION MuRvATiam 1 c psh .4a., airwith Sdi XOi OX., OXO .$hboo&_ -A"Ve Ao . o"ibiwid, I _11 1; Th.mna,Tpi Fiber,Closs'. and An-IngAOUt-IN� Mmins, n*39:0 ii-queorripsetkoluot, Glazed 1113:1/2021 QuirniPosItis Edge Filoterglims Double Door with or 'alth."!sweli or QXXG fim Y_ yes WA B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.11 +55.0/-55.0 psf 2/16/2024 C. FIXE D MI Windows and Doors S eries 185 FL1 5,349.1 +60.GI-60.0 psf 41312023 13� in- 7ionra-Tri Fbar-Oas&a�obd Smooth -star but R 9�4 Aq-o(3mpsdR*6t-.op.9u- IM1,20gl Yes �re� MIA, composite Eties Fitherglea%striple Q9mWRh PGT Series 5520 FL243.5, N/A 4130/2025, (lnswingrOup;wIV:XQ, OX or Ho i da Depa�rtmertt of 5 usi ness Pmtas�ongif Regulation 14 r� Th.-Tio Momir,.1 1=112ozi coraz selti==g, Dom ""I Must. im, hvmn yes Yea yes NA D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12131/ 2024 and Standards 15 TfembaTru Fibis,4-1pasId Sibramn-Stair NmrimalW39P &gjdVlmK,1kuot. opaquo, 1,213112OZI =�E,'JM Y. Yes Yes WA PGT Series 5500 FL261.1 N/A 5/2612026 Product Approval Application Delta fl 16 p. Th.mr.-T. RbiaCtessu. andsmelb-81., Nominal ii&#�q o1a;:"d.1rnP.ct&qu d[;. Opaque 1=1J2021 Conniomits Edq.� Fittergi .. D-bisriorfth yes Yes Yes MIA, E. OTHER &q6m:.7,mss.�.qi Siddithes flnwmgiP.Iw4.g: mjrs�� Manraol.. Atli 2020 Snort Vent Products. Ins, 01.1111=11 we cat, cobta6t mse valldatd By Valldelod Submitted I'llehitel Graham Harrnas'F. Nqmrp PE. Lei Bowden P�E. 17116YX20 121116=20 (877) 441�aol3fi PG43T78 Approve st-his j2f2M02O Appreonod 17 11. Thiums-Tru lsbar�ql.seoehd OXXO art. abtligtIt;apburue� 12nif2ruti Composite Ettge 'Ibg=, Do or yp� Yes No NjAL cat"'Z= Rsou It,of 3. PANEL WALL Is 11herms-Tv. Pib.,CJ..le.nd S...ffi-Sta, N"al"I I 1=1�021 Yes Y- No WA NeW reelbrotagy Ouirriblian. liletrbok Fwl�stioo R.P.01rom a FideidvRe.ostaredAmho�etzraLlami6dRorid2 A. SIDING --------- ............. James Hardie Building Prod. Cem plank Lap S Iding and HardleP lank Lap S iding FL13192.1 - FL13192.2 N/A 12/31/2023 Do.rwith 1 c urt% NmQ!Mgad p,ormstpral rh;Irist 19 a.,Therma-7rU 6 A 1�?)31)2021 I Edge Fiberglass Ddirole Yes yes BL. SOFFITS Alside Solid and Vented Soffit FL1 5272.1 F Ll 5272.2 +75.01-75.0 psf 12/31/2021 16, on' P.,lt. Dwltl�;,r, wltliotdsdelk�s or obitirgru nations) ApliDg9�16rUse, AlebroNfed for Us6 Impact POW 20 1, Tbarms-Tr. Fbis,cl.ssilb and enerth-st., b" Nomirtil 6W@ �17 &qpt;Gpii iW11213�-1 Yes Yes No MIA C,, OTHER enj Posifimllbsoriptimb in HVHZ crutsid.Ays ft-ithi-ni prititti rompOette FX_qaFlbar� Dom gi:� t1re-Ing bi-ing X�brrlisibaftn) 2 8 bVftMpei F boMmr Flood.nd V.AtiftMi.V.rt 17"31ra a Yes Y Due Fimptli Flood and V.rtthirmi Vent 1 213, r2020 Y. yas NiA +1001-100 MIA +1001�100 Z �.Tha­Tni Flinar-bisoloandarboothgui, N-Irbe 1=1=21 Y. Yes N. NIA 3 SmartVant, Made:* 540,620 losultd Flood vabir 1213U2020 Yes Y- MA +1 001. too 4 SrmutVm Md. #1 640�521 5 S. AVant Mabel #1840w624 a s..,tvant model # 0�670 Imlatsd FIbdV.t I 2PZlf�2021J Yes Y a 15a,quot; Gartaps-ElomPlobd Vent 1 PJ 1 12 020 yem Y a 1 3 1 Wood WeR bousteeLplited Vent' 213 Y2020 yet Y K A �10 �100 MIA MIA 141A 1 oof 100 22 v. Tlbwnos�jru Filbet-Glatislo end Smoth�Slsr 12/3,112021 Ce"Opq raEdlii =1=od L: �th or Y*� No, Flik 4. ROOFING PRODUCTS 7 8blartVerit Made #154cw574 14:511elL1.1; G.IsgA Door FI-d Vert IV3V2020 Yes, yits MIA MIA With oUtSldslilsip XX or OXXO A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 7S T herm.-T. rd groh-th-St., == &q.dt;Nm,rn,.4q..t� Q-d 12131)2024 Y. YO. No MIA 24 X. Thmmajru Composite Edge FIh.o.­Sg%)3nm 4inswingi X comfiliumsti Nommie 009 12131/2OZ1 Conus-11s, hum I Yes yes No MIA B. UNDERLAYMENTS Tam ko 151b Felt Underlayment FL12328 N/A 10/18/2021 Florida Department of Business & Professional Regulation Page 1 qfl sia-litsiz fl.-bapoutiewing; X0. dX or CXO C. ROOFING FASTENERS NOTUSED Buildlir(g Codes and Standarcits 25 Thturbi FiW­C[a$sAo rMoo"ar Nommal 6a#36II8 12r4lf2DZ1 Yes Yes No NfA Product Approvall Application Detail 26 y, and z- Thermat-jrit Fbor�lasslo and Compotift Edge Fiberglass Double Door with oi, bb but Sid.lipis tin-j'alojawittg; XX­ DXXO Nommal_8W. 3%0FKqVrc.aN 29 :Zpalo ecoluttel 12'Z112021 Yes Yes No NA D. ROOF VENTILATORS 'Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 a th, Ibbt gr note Code TiMa. Y_`-h MfWIstuE2r ardlivor Mae look Pending carliq Wmarg1j..m. Validated Be Submitted F"CApi Appe 9L.!q 27 za: Thatria-Trii Composite Edge Fitiorgia" Single, Dom With laz 60 121�112P2�1 Yea yes No MIA Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/1012025 Roltsin. 207D Dmital MitteW jn�, Jalon Shornwe, Zabhory R. PO4st Lacks Beedon P_E_ OW109020 08,9212020 owoqu:ti i cri W2D20 ApprWadl a per hire) (Irs1ifingKOt,.Irgi; XO. DA or CAD ==I Rading R7 d: a (802)_30�4111 I PE-74QZI 300-1800 phurnalsigid-brit.porn 28 as, Therma-7ru Finerclimsto and Smomin-Stsir ooblittvirtili.bal Nominal 12ni/2021 cornotblits Ell a Frlbrgls, to Dom with or a Yes Y.. No MIA E. ROOFING TILES Boral Tile villa 900 FL7849.27 - FL7849.28 N/A 12/31/202 5 ,alld. a Loe�r withotad"It. Xkpir OXXO pdplitiuralimr�) ba Boral Tile Saxony 900 FL7849.16 - FL7849. 20 N/A 12/31/2025 S4100 Proijug III "ohithir or Name Atijinaved for Us Aphirmystifor-1.1 pooduk in "VHZ cutiddoNvoZ hnMt Redall lZesisil Pirsamure DMC 10ONS, DMC 150SS, DMC 175S, DMC 1 Drexel Metal Refing Syltbm QMCLjgotpSj DWjopSa VMQ IFE's DMIQ 2008� jT3jrZO25 Yati N. MIA lo�iao ON10 5V F . METAL ROOF Drexel, Metals, Inc. 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS Florida Department of Business & Professional Regulation P.O. 1 a3 Florida Department of Business Professional Regulation d2 A. STORM PANELS Global Protection Products Galtililanized Steel StorTn Panels FL15076.1 - F Ll 5076.2 NIA 12131/2021 Building Codes and Standards VD7921 #Wkfl Code$ arId:8iandagl ngl =c21 All American Shutters & Glass Galvanized Steel Storm Panels F L 1 7869L. I NIA 12/3112021 Product Approval Application Delall Product Approval Applic artion Detail code entity a gets Va. Data Pending Date T­ viimlim M.nhipAu., Ceritert Volidw1rod By Vithelai S,lonifilad FEC Attrimal Aiiiii Statu. Ewa Wits 2" mul. Aigt�ejg ilim"footu Endineer & 1jeento V.11del,r] It, Vaidgintel submitted I'Do Avorby4l Appmwo Sh"Im 6. STRUCTURAL ris�Won 2020 Thmma-Tru Corporation Cai.gcsy.- Exterior Door. inibCaI a.hghg Enetd, D- A­b1l.a Steve Jaspemort Lyndon F.schintoft, P.E. Ryan J. King. P. E, 070=020 071112rZO20 07r2r2023 (80V� �43-7628 PE-4340S (61:�p 767-6556 sjospsrson@dIemrphu­ m 1011312D20 Approved Reislon 2020 Tharbrbo-Tw C.,peratimt Z �S -Dg� gtetfor Poor A",imbilda Sti_.,­psmdn Lyrdon F, 561indt, P. E. PY66 J, Kilg� P. G: ajasp ersen@thermatru.c. ljorIN2020 V,11 2pp�o D7=02t3 1011 V2020 Appr*,�d COMPONENTS c limie. M.the it: r­W.tin Ralooft k­ a carijbian6a Main.& on Reirm it.. a m Florlds, R egil ste red Arch taot or a Lim sed Florida Prof"sonal Engineer A. WOOD CONNECTORS/ USP Structural Conn. see hart c Naltitin ii U�ssrrsed Floods, ?F(fori:tResitti�qnsd or, V, Qualitiregstatrarld. Avrismwelml.i.s Approved ter Use li Deaden I Mesa DoNloo a) ANCHORS Simpson Strong -Tie see chart Sea it I Noritior or Name 1 r,a= snd Smooth-Sts, Product Diiiiedi cin'tirac In HVMZ Outside HVH ,=L val. Mmnin.Ii9S,#39:8 &q.,A.Irriptiot�qubt: DpuI.p No Y. R.516talit Presettgro yes NIA Se -A t pinsdijett Model, "urnts. or Nomis a. themwTru Fiber -classic arslamdeat-3tar Na-i"00 6&00 �qvotl`l Pa. 1Zr3,iJ2O2T 1, RVHZ No V=" yes W..It- No NA B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - 171-1999.4 N/A 12/31/2024 Composite Edge Fiberglass Single Dom (In5winoincutswing: X emilgiination) Composite Edga 11.1g.1-01;IZ211111 '�o gmffing(Outswrg�x nfiligumtIon) 2 lo. Tthisomb­Tr� Filp.,CAspsl. and S.-th-Sla, "_[bar 6&#59:B &qu " I.P.-Mitum; Dow. 12nV2021 No Yes �.s NtA MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 3 a. Therrr.-Tru Fl1b.'Cle.j. no S-Mi Cbmp.�ita Edge Fibertil... Single Dom With Sid. hoos) (jm;WlnWWs-.i1g! XO. OX or OXO tiorfig.ration.) Nomirei 6&939;6 &qut; linpe.Molum; Ops qua 12f3112021 No Y. Comp'site Edge Fiberglass Doubt. Door in or N(A G. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVI, PSL, LSL FL6527.1 - FL6527.5 N/A 3/3112021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 N/A 512112022 �'Ithecit Sid.11tes XX -'OXXO ..nfigubttipn.� 4 111. Tharma,rru Fiber-Clasetic and Smoollb-Star Nominal 8&#39;0 &bUd;mpapt&qu0t; Opaque 12MV2021 No Yes ComposiN Edge Fiberglass Single Door Yes N(A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 5 Th­Tr. Fib.,Cls.aic Strioath-Si., !InsWInSKoutskdng� X confipuralion) M_Ir.l8&ffa9;O&qu.1;hnp.pt&q. I: Clasq.. 120 Yes yes N/A and �2021 No Composite Edge F behal a" Single lor With Sidelfte(si d raw noCtitswing: XO. OX or OXO ,onfig4ratlents) U) a f Th erma-Tru Fber-Clesse and Smooth -Star M-1r.1 6&.439:0 &qubI:mp..ttqut: Optio.. IWJ�2021 No Yes Yes NIA Composite Edge Fiberglass Double Door vdith or Without Sidelftes ehawIngfiCutswing: XX or OXXO Rorlda bepartrtl Blialnealt Professional Regulation i f 2 7 j. Th.-a-Tru Fitosr­Clsssi� end Sireath-St., .-it, at 6�,.#39 6 &quot lrnpaot6 quot; Glazud 12t3V2021 No ys� �ss N(A Building Codes and,86ndards f0awl Comp.,it. Edo , Filbeirglis. Single Dom il.wirglonit-i > a th, Ths-a-Ti, FIb­C1 ... to and Smanth-Sbu Nomir.16U391 &q.t; saml 12nIf2021 No yes Composite Edge I'llber'be. Single Dom *th �ss NIA 1 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 infbffnation must be Product Approval Application Detail 0 God. Date [Mile Pat. padding lb-ta ­fi9iimt1­) 9 1. ThaomaJnt Fiber-Classlo and Smooth-Ster Nominal 54#39ill &quW.p.p[&p..I; Gl-.d 1W31 n021 No yes Yes NIA axeilable to the inspector on the jobsite, 1) copy of the product approval, 2) ir > 0_ Comp date Edge F herglass Double D om with or %%ntheut Sid4lites (h­9oUtsYArS� XX or OXXO TV" vedslort M_.fd.mr grohim 4 Uas... VaildbedlDi Validated $Ub"I'ted 'Eld A,,.,l ApproVe 0- - - -------- -- ---- ...... ------------ -- R6�iip. 204 W, nd%v..rd DO a calegarin ExWp, Doom Prent, afirtoor Lem Robert. Lomas Steven 4 ttrfch, PE L" PE-62M 4 (71Z),3174454 b0in 1offlaIZ20 io)II6qD2Q fQj1g1?Jt20 1 m-&wgit Approved 0 < oftittithiLAntsuralip. ApprittiodlorUse Apprisold for Use Dwain & �,aeurirllorfl Part -fr. is co 'M 11-T - I."- - Hooter s. U Fl.,zla Firmiriat Mirgi NuMbIlAr Or Warris Pr,d,,t M.'Initto Dandract ftWrgtlDn Oat, In flylix outsilda bVii bp3d Rintlistant jq0ts"M K -8rar er, sret 12131t2i)ZI No Yes Vb,a I, or Yes NIA, r j Quiart; A,murtmoa A-ro�df,,U­ 99��, A d f r use Ii Cagoo =3 %"ithout owagios (inewln9�0utswIn'o XX or O.'�XO EWA FrodudEradelf. Njagher or Name plodibt Conimpt Eicisfirathm Data III HVH 4 14 =Ety R.Osto From. I SERIES QGALUMINUM SGO SERIES'l; 111111i"OD 11110 1MI12024 14! Oe. NON REINFORCED No Yes No NIA 0 _7 2 3 SERIn 420ALUMINUM SGO SERfra 4:IoAuUmINLjMi sGo REiNFL oRcEd $ERIEO 420 ALUMINUM SOD Qk=, >D� 1Z�3112[124 ao Oisaquot &q�# MOII-RE1NF6Rt:8O btR1ES;4'2Q_Al_L!4INU In SGD REINFORCED OXO 17J3,U2024 No No Yes Yes No No WA MIA 4 SERIES 42QALuMINQMsGD REINFORCED S�Rl ES 013D REINF 0 R CFD OX jZr3jho24 NO �05 No MA 5 9rRrrs 4`�DALUJYIINUM 500 REINFORCED S"Uof AL 5EMEO'4213 UMIfiuM106DREjNFOMCEDX" TV34=2,ir Yes No WA - ------- Cl) APPLICANT SIGNATURE DATE ICU -- - ------- ------ ........ .... ... ......... Florida Dopairtment of Business �,Profest;lonal Regulation BuildingO a arid Standards 1.atorl - ----- Florida Do partment of Business Profosslonal Regui ladon Widi 06 Codes and Standal ricls P.O. i of 2 119120OH =:3 Pto0dit Approval Applitatibirt Detail Product Approval Aigplicattion Delaill -0 0 entry Data [)me Iwo Me Dait, Rondonia 0-60 T­ illioufairuar 921)iii! Littigiiii valid" By VallotiNd stubill F0QApVr6w Angirm, $14111s, TV" aahvfk�gtriir cightsol Rida astir 9 Wconsei VwWtoo submitted MAL Approve eumus LU R.mirrerl n2o POT Indearies, J.3e pbsowAl N.mi-Dad,1 MCCO - C�Pi Mismi-D.do ECCO- VAL ­11119t2020 iorg= ' 1112V2020 "!Oldd RaOtion 2Q20 Waym,Dalton, a Owlsion of Ovoilioad Door corporation job. r, S"lao Ja*.y P,Amssor. P.E. PE-51737 VI-5200 10`12020 '09)=020 1DIZZ20 IX1612ax solerwed =07;14171-1 Z ttierlor D..'Assembil- t7ar 13-15�2596 Calegi Exterior Doom iND)763-81L�l[ t904) dko.IatQWayhe­dason.0 C..0fisinoieglatill Cerind0tion plork Listing S.IpCtsgaT�G..lJ­I Ext.� D.urAumarriblies, Corripilabroa Method: Evaluation Report from a m Floilds,Regi teredAieliftectm a Limped Ford. Protes.1mial Engineer P,,dW Modal. Numbar­,N. coalli Astinrithae, Awtpid for Ults Awnritisit for Use Pm,di 0 ... ltl,,, Cone ... t E�afiraflpn VA, 11, HVHZ outside 11:11W D-lon Resiset."t P­ 0, 9 Do D4114202i Yes yes NtA Abpui*jsdfmrtFa1 < Sea 4 3 Ill =m Hiligg oom=*105 PrOdUet cointrapt Exetratimir Oita Was: 11; -log 12131LO23 In HVHZ No to yeii '30005;uo 10 S)QQAjq0?820P #1123 `IOWS; mw�'Vdi 14059� Ing, 12131WZ.� No Yes Yes tOO,1001-331iio avallabl*Jit top orinkinhodiale s.dIcs. SHEET NO. PA 1.0 I & % Florida Department of Business& Professional Regulation Building Codes and Standards ProductApproval Application Detail Pagel di ll Code 010010001011010001 Entry" cw- Me two Pundno =0 HE= Mail villuston Manufacturer colonel firminverAiLlesubs, validated BY vid"Nal SUbinfill FBICAnuorl ArklaoYad stafte Re'I 2QV Ciss DyWorl OfAADG. Inc. Tbm Rental OL LCTroy 51shoib, P-E. IWIV2029 1210,V20M 12ajr020 Approved Causal worof cool I I 494-2el3 J964)SI . , subcarignon. Extearie'rDoorOmponeords . , �641) orn-fis,VW.-Iney... Co M" ilanMethod Cottlearon I it Lending. I !4 �-,-,­O l Quallor Assourarsee , AperovedinsrUse Anwayed for Use usual P -I S-* Wed.ult Mal Nijunlog, -flatta Posuktat 0,,cdntlq Canfiract E-Welfig. III in HVH 01,111I Will R.,lenwok Pronouns I ffi?. 707,727, t47.757.7771 end 64T ShgW-a d Pairs flush,:Glazed, and Louvered singleard pairs or lwlt=5 Yes Yes yes N#, Deals:...hbilwirietaldoors. Florid® Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I .1`2 I i P#1 QA effuty o am Zlk Me tabidina Ewe T- yoslon Manufacture, C-led Fintibisor,11,11jearse Validated W Valldl p,torralted roc loolowl A ... yad $lot- RevIsidn 2020 Mi whoolegarli Dool Brotshlingler Arrell ArdhIllodural Slow M, Url PE il,17WN limlt:luli 11�2112(120 Approved catigory."Wol 00)38533170 Mo.ftet.r.rs Association, (717) 217-8454 SulbCANuildry- Bnl Hung bsilDrug.righnilld.- I Compliance Method: Clorthi.dw Mark or Listing Qualfty Asgigigion Aeounand for Use Awn-ld Ltj use kneel Demac 9-4 P, model, Mueller ormated, P,.d.t liastriptiOn commas Exibirstlen Date In HVHZ loiiwde Resistant Pres"ury 2 1815 SH 52X72 FINFlarl Frarno IGM,Sift9I0 Hong. 101 No yes No -$01-60 L�arnl close Florida Department,of Business & Professional Repubfion I Mal az Florida Department of Business & Professional Regulation Pogo i oil 84fill Codes and Standards 1W2021 Building Codes and Standards IM2921 ProductApproval Application Detail Product Approval Application Detail I I I I I I i I I I law i Ilwllj�l as 1-11a 1 I 11� 1 I :; III 1 iiI F I I a I 1111111g; 111111111111111111111111MI: C040 � ilillilill!l��ll� II111111111111111sonlosons, !I Iiiijill jli�l moomum Dide SM.- owe Pending nott rgift Entse or 20 g1ft Data Pandirld auto mm version manutwunn, 11.1winot V,Ud,t,d & .1 :ad Subraltuld FBC Arbarl Avol a" I*- ytailm Monfougfiursu, 9211I Ensal 9 1.1orm validated By vdidated sultuditt'il FIStAlulow" AtionnIod Ble- RenI1.16" 2020 Ml Wind-ri... en Door. , El'ot Elill-ger Annedoon Anonitatt-1 StoI M. U114h, IRE , I , i la=02o 1 wM020 110=20 Approvod st Affinartation 2020 PoTindu riew J ... ll Miar,14i.sid accD- CUR Miannil BI VAL 11)0512020 1 1 M2020 11M11202Q Appro.ed Calegust y.1.Wnd.WS (7171365-5300 Moulabluror s Asseloonflort (717) 317L�8454 I I coetrow! will (941),106-0100 (7,88) 315-2590 subcategory: Fired b,hininnernied.- SubColnigarr- Finned j oundlilipgUndusudesl C-VIW- Matill C%viiiloatior, Mask -a LI hd-! l- NI� d� el, s,--1 ore **44II ,Sift k"004", A 1 Quality Agal Arsonsodfartu, Arounronred for Use JaI 2wo ,C-a,l�li,ll �N,w -oi 71- - ----& _ COWIN A..."ar- Approved for thos ,A � 101RIEL &AI -PIt" ProductModed. Numb" uTlitis Product Donicilititgn wt. Ill HVHZ ,OuWdoL hWHZ Resistant III -.91 al N.*I. Myrnbal Nam ll,rg�ducftull Cardl 9x,I Dot in 9vitz t=' ft. P-S,lre 1 1816 Pw ?3. i2 ll-Wedod Glass wmm I No Yes No -SI 0 PI (Large Missile Innoel Vinyl Ft, dold awol Yes Y.S ,� �. I MIA Florida Department of Businessr & Professional Regulation papal oil I Building Codes and Standards i". it Product Approval Applificaticin Detail EmomIiIsI I ,,III',,! 11131 I: ;,III :,;,I,"!il;:!!;;,ilwummlmmno,!I ; I I 111 I �Qllt I I Eniftypir I i !! oat. 0010 Date Pending telte TVd. vital- wtbwm.nonbu. , Cooled 9-WrIl LICSFit- Validated 1W yell Mundell FacinubmI Ainnintl Stan. Revision 202G Jones Hardie Bulklip9products. Inc. Chad Del V,Andr.wTan, .John Southard. P.E. 01)(15I 17114nel 31n3I dingPIRCAplon categw- Panel Wails: -IN% 50-8= PI (352)387-2528 suhCeasienry: Soing oh.d.dlouokS@j...,h.b11 cnu-nalla- al F-il R.Inatt from. a- &dA ProdW Model, ranter of Name Prodil basuall 1 Cer,00uk Lap along "Ibw--bt lap sloing 2 Hardeftuk LAPSiding lber-ol, Imp sil IM112M 1=112023 Avowed 1'" Use 11111,00 mean I outside Ill Messitant Pressure Yes. Yes NIA NIA Y. Y- NLA WA Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail NI orl � waiI Issoplest i 1 11 I I III 111111111111111111mi! I I I 9M Entity or R" D" oft asneirld . oil. I= )Nall manufacturer couril gragnora L14061, V,Ildd" IN vaddet suaralthad JISCAlounnual "=.a fittart R.I 2020 Alsidis, Nick -nionrol Lpdm F. Scifirnnit, P. E. Ryan J. KJng, P.E. 10I IW(l 1 IIVMP20 1211512020 Approved Category. Panel Wall$ 4330) 922-2389 PEM43405 (0437787-8555 Subcategory: sane nthonspe-4.1sda- I .1-- I J I 1- - I I - I I - rZ I " I 11 � , , I - ,�-, � , - - 11 11 - " 11 �-- I Qualiftypawrall Artionooled for Use AMOWd for [Jae 1111I Deskin $000 Product Media. limber or Marne. Product description Contract EXDtrORM DI In KVKZ out" HIM It.slablart Prensagure I . &qu.t27&W.1; Son vent or Solid Vinyl $offl 12(3112021 Me Y. No MIA 2 b. riwOU-111o. 74&quohSoffit Vert ol-Bord M-A Sol 1204)2021 No Yes: Noy N/A E � (D (3) = I -Cu (1) -4I Florida Department of Business Si Professional Regulation Pagel orl Florida Department of Business & Professional Regulation Pej. I of I -0 > C-) Building Codes and Standards la=i Building Cocks and Standards II5J20z1 = -1 (D 2 -+' -o Product Approval Application Detail Product Approval Application Detail s- (D (D 0- 0- = 0 0 L- I! I I ;;I'll! 1 I lis I; I lilillll,��mE��� Miniggiiii i 'L I killsomi�ii!llli --- = CU -0 a- . Cod- IVDV Mantrastarrar Entity o arwk1w D" ad, Date Powl 2& Code Vale- whinutenot., Cartal Date owe Date Pendind Data -5) -I a) W yerwor, VNInted a woross, Y91daeLd 11Y Vaildattall Munlitild PlIC-Aluirennal A016MI - Idul S'.1mor & L��s, V14idMdO, VIVMPA Submitted FBQ Agoin-t Abdul shitu, 0 -II I -F--# Afirrmton V20 POTInduall-kne Joe Rl Monal-tiadeTICCO-CER VUH-Onde SOCO - VAL 315-2599 11MfZ)2Q 1106P62.0 1111IM20 ApI Ro,4.ldn 2020 MI Windlows and Dol . Brentshinger Annol Ard l"fural Sleven 9 UI FE iumzpzo 10106(20211 10JIW020 Approvad = M -M . - cereal wirdo,es, (9,41) 48"100 (715s) codogory:whdow- t717065-3300 M000tion'" A-lblation i717) 317-84M = cn subcaeoglon, all Hong C01T filehnsl ColloSbod Mork 1-1-Ang ji-elimmagggruwares.o. on . "Cideltiory.. Holzonsal slider CWIPIW*e OghocL Coliftationt Mark Lioll bsildh9searrh-d-ni (D -0 0 awroa or or- C) M -0 - L - -� I I - ' _, _ ,� - - , � ', - " L' I . ..... � .r , L, z � _ �,� I - , _ ,� f - -'�--�'-�; ` , -, � ,_ �,_ I . . -11 11; " �! . -7 r -111, I __ - , r ' � , - - - ,_ . - -, -� -,;, � - I ;-, � I 11 , � �'11�� ,� , --`-`5'-'7- -L -r � L '� , , � , L� � - - � ,�, ,� , 1 " �-- � - , L�': " 11 -�:,,- I . I I , - , , I � � � I'�, --- � . .. . .. � I : � I , , , ,�-��4- - , L: � ' �` -, -1 1� ,� -,L L, 1, , � � ]�,,��� �, -, 11 - � -�-� L , ,11- � --- z ,� L� -', , , , - ; , - , , , I ,�'. . I �', �. � -_;, � I , :.�- �: �, - 1% I : � -,, -�, e" n ' ' ' 14444;40 � �' L , : : ' , , I I L r .. �� I'll I -' I - ; "I -" i � I '­-, - � -�L -- , - 7'' �,'L" - - -, - ,� :L ' L , , . , .1 - I I �- � I , I - r , . , I , - - 'L L ,- �� I . 11:1 I ,� � 1,L � � � �;!� LL,-', -�', '' _-�, 71 ,. , �1� .2 ,� � I,� , , _ , 1, L� 11 :' , ,� �­ L , _ �--- , - � , , - � -01,� 1�'/ � 1, I I , _ " � - , L I --- L z� , ` - - ,.� 1 , � I - ... - -11 11; I L � - I � �,�: - �, �, , � I C 0-2 L. - Quill A,,m.o Arunrannailbrust AnactandfixW lanuid QRWM I Quality AssyranO Actirwitf2rUss Approved For Use lomw cosion 3: Son # Product Model. Number or Illetrus Product Vet*Hislon Control Expirallool L Sit 2 Ill I Outside KVH2 J_ Roftmit Pressure! 99-0 Prodgint Model lknol or, lim Product Des.rialia cortnact Expiration 11I in HWZ Outside HV41 Rushiterst P.... C 2 014550alLsIng. M1§01taIrrpal Vinl Single Hung Wit'l 071rAM26 Yes Yes Y. WA C= 0 LL - i HIS 188 Pin, and Flange Fourna 73k62 I nolafted Glass 02/iOnOZ4 R.. ye. No +5w-55 CIO = An L- cn -4" CU 0L _F 40 - C)_ Eu .= U-- 55 < Florida Department of Business & Professional Regulation Pagel al. Building Codes and Standards I F'I , Product Approval Applic atlon petaill red. EntlI go 2" Data Pol We Too Yjall st-uphudol contact. EnalriI LWI VAd,bd By VaNdl Subut(I Palo Aul Aoor6w Awa Rl M24 hill Windewt and Dinore Rrot StIfinger Lots R Lornse, PS WeVLan M. UI PE 101001202D I010O20211 iallall 12i15r2020 Approved carlegil Vill (71 7) 365-33QO PE-62514 (797017-45454 sudecat.gicurr mullons, bsftflnotratnhod- o ComplIal Method: Enlusbon Report Ban a FI-doI . gittinnod Architect or a Li--d norkhs N.N.i-al Engine. " � I , I ,�- �"-- A I -7- 'f '�'. _, " � -'",';'I I'� 4 ""-"�l",�l',�.",���,111-I'l"",�.",�11"1"�'I","""-�'I'll�,,r'Ll", , -��"-"",,'�'I'�""�""I"","��'ll.��-L�".�'��.-'L"��'��""'��,,,',�,,.�,�,,,o�,,-"Ii" � - � , , 61gill � ", � v- � ,'�� ,,",,", �,��,., ­� _ , � 1. -2 ,�"� , � *444 , , �, _ , � � � " "'," ,,, ,,,��,,, , , � 4, ,� , -- , , , - ��"L:_ ,_,,, , _ ,� W" - 0 " � , , - ,� ,� f- , � , �� - , - � - "", - _ ,,,� �� , _ �'�r I "' " � __ "", � , �,,�� ,�, --- """, �11�1 - - g ,� , , , , , , ,� - , � ", x - "" 2, , -, I 5�, ,�,,&,, ,��"n&- �I� "'r -1`,� Q - ,,, , , , ,,,., " ,�� ",I�"""�,,,,,,,,,!�,.,,��,,,,,,, :,, - -5, '. -,o,-, ,i,," : � , - " - -, --Ili - - I - - , "l, I ,���,,',� ,:,,,,,,"",�I'll�""-f.1',"""ll,��'I'll��"I'�'ll,��,�'I'll�, Quill ftsulrole. Anarevadfal Use Ai raven for Use Innual yel 1191 PraI Model, Muntuber or Me- Product Dasseirlift c,amot 9.6wedwri ". In KV Outside RM Rawaft.1 Pre.uhi 2 57114 Vertical Alu"flnurn, Mullion, IWIn024 No r 4y. 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IVA yousion mundrurstuare GpI Edolnuile-& Ll- Validated BI validated Submitted FkAw4olal I Antw000ld Un FieI 2020 TAMIKO, Building Products ILLC Keurl Edo Robe Memnon John W. Knezal PIE 10A04=20 cal 10I 12115=20 Approved CustegoI Robing 1417) B24-SPA4 P559156 1954) TrZIM4 SubCausgoI Undisidaymants karrLedloo-nin- Courfoll MOthoct. 809luStan RSp,W, sell alttemoArthbe��tor,a R npinaa 'L�i-b--oor-l`-Fl�ord. PrZImiEngineer , , ": '-'5 - � -- 00loRegistered 06i*;_-_, �� Quail Assuraftee, Ap"ovadforther Approved for Use jaim Disetion Sea A Product Model. NmbK or Nam Produtt lJongdoillon Centel Expiration calre IIIHVH Outside MI liewstatit Pressure I TAMKO Rod UnIderhyr-te, (HVHZ) RIM u.d,rtayrorenle for.s. in FBC HVNZ 10fi8/2021 Y. No NIA WA juriodled- 2 TAMKO Roof Untlerlaymants, (NON,HVH7) Roofundedayments for use In F RC non-H)IW 101111=21 N. yes NIA WA J.reddlons. I . 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John Wj<nsze�ich. PE DRIO&II 09MM20 lWln02O 12115(2020 Awr�d Revision 20" Al Arr.hco ShIntlers and Class Mike, Sell FrolkL.B.flirando. RE Troy Bishop. PIE 1 QY2 8'20l lGn5rJO20 llffl�12020 l7iTSM20 All Rovislorr Z,20 AIM Ina: sin.riL."e. 10C Evolul SuI LILC 011I I Roll PIE 11 InlrA20 -1 WZW29 110=020 11,05W20 Approved Re�ftksn 2020 C ... robot Conorete Pr.dL,.Nt.. Rdnot 6191. S.r,iu.I,k 43.6ourbong John Hoy 12MM020 12MSM20 12=020 ding FBC API cool Eno - (954)6W.7545 PE-44167 (954) 772-8-2Z+ C214I shoutters (50i) 7127MS2 Pr-0046540 (954) 947-ow Cwtvirl ,shr%olursdCornponents, J321) 710-3377 (407) 361 -191 7 C942W sinsdur.1 Carnponnot, (&I1)659-3707 PE-34245 (362)586l funbcd.orl Sloul Porous Cm , mllannut Method: "uslon, Report from a tirmtown,onagippent." 3ulocategil Storm Pan D45 C.Ireptlainvo Method: EN,Q.n,W Report from . .kabill.rourouri-Ill loom SubPaksol Truse, Plades, c-pliole. Method: Evolumi. Marl 11- . SwO.C."aul- S.InCalagoirr. 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" � , - - � " - - ", , - -- ,- - , , - , , , � , I I I I �'- , , Ginallis Assuiinanba Atonal for thiss Arenruvoul I - , - . � - , � ,� - -� , 1� � . �,� , � � c�,,'' �, - " , , " "" , , , , , , �- - , �:� "", ",`,--'1,,',�,A , �, - , r , ,� � ", " -� " "T" "', �, , � -, N , , ,, , ,� 1, , - I 11 - - , , " , , � I � - � - ", , for U, b2e- Mik- F�6ddaRt�ioto*dA�ohitectorsU�msedFlodle ProlessI Engineer I � - -1 I I I - - , I � I � 11;, I z I � I 7 q , - � � , 11 � " . - I I -, I I . , � I I , 1� ,� - , �' �-,� I ,� -11 I I , �- 7: . '11, . I - - � � , , 4- -. , I - , , � I : - - , - - , � , I � , I - � - � -, . - I , , . � � � , ;- ��,,� � - - I I - - � I - I < Q,Wh Assurance Ano-dfourths, APprourd for UAI 'wood Dill Quaft Aal Aroul to, U, Anocenend for Usus knolont causkin Son* ProdI Modet Mutsheror Nam Product Douserhodon, Contract: expilration pg. in MVH Outside Resistant Pressurro �, .� 11 I I -1 - I I I 1- - . - I , , - - - 11 � - _-1 I ,-I- I . - Pr,4M M,dej. 14-fibar or Us.. P,,d,,( 00,riutl- c. waolt am A rol i gri Clat 0 I HVHZ 0,"d, Resistant Pronouns S.", FrOdwit legal Norio, ,, N- Product D-I.A., Cogged topingtion Rits - I. kAw Quill Reenil Pylbunuene 1 ITW 80G)AIlArbe Hititar Strength 4H &-p: 6) Most C'mrool Plow I 7J3112024 Y. Yes NAA MIA � Ansannosd f� 11, Auxurmeadnaus, leall ousdart 1 20(33epa Gsl�rflzad Slad Stan PoeI Corrugated CwVenjoad Stual Stom Panels Installed i21312021 Y as yes Yes MIA I 24ga GaIvInized Steel Stain Panels 24ga GWwftzed Steel Slam Ponds 12131n0l Y. yele Yes WA- 2 ITW BCGIA"ra Rings Rate , Metal C6*I Plato 12,310024 vas Yes NiA MIA so"Mama.Product Cosedoll Coastal Exillrallm Dare In KVHZ ouwao H Reallsbunt Pressure or net o,ytrsulls to Provide hoslooe ar.tesolon. 3, ITV BOG/Alpine Trull Metal Conornountor plot. l7d312024 y es YqS f�IA MIA I Quality Retail ol-Corrinnerchil Corl PrIsI Procast,stind Prestressed Cooicroto WRW 05120QQ24 No Yes MIA, Ill 2 24,Gno cialval Steel Storm Paneal Corrugated Ge.enisad Steel St- Pool-talred 1213112021 or nofty tracks to provide hurrk,ane protodflon. NO Yes Yes N)A 4 Il DqGA1p11S VV- Meal Connector plot. lW31112024 Yes Yes N/A NiA w -tf . 0 1-35 Q) Florida Business & Professional Regulation Florida Department of Business & Professional Regulation . Building Codes arid Standards Paul al 1,712021 Florida Department of Business 9 Professional Regulation Building Codes and:ndards, Poll on Il r Department of dilding Codes andSto,rdads Page,i Oft 10?qdl ProductApproval Application Detail tion Detail Product Approval Application Product Approval ApplicationrDetail -- 1 ;I I'll I ; I iii 1; I III I I I ;: I I I III! EEFAIEEEENNA'd&M ENEMBEEMINEM iiiili,::!:! liiiiiiiiiiiiiiiiiiiiiim --- III !'I Ill iiiiiiiiiiiiiiiiii!lliiiiiiimiinommi I 1!! 1, 1 -. Olson= I ormm 1 1� 111 1 !I --- - !!ill NONE= > Code . guilty Qwhs An Vot Folding we Cod. alim 0 141glosed 2& Date care Paidinjor Volphdad submitted FacAtoraval Q92 Ational amt., Carl TVOO vVirel. U"a turner lerolity - Qgbw EngirraeV&1losall vellastedi Brr 2" Ra Vatuali lost. PandH pecAlooroyal 4W-1 Appro"I *" 0 XLO- VAMIM liburnorsdunst Gomel Erase, & Upon, Validated By ygiltsoutoo sulonliflood F5C.Antrayal Awrowd Win% lVan Version blovywil Cantwell Endener it, wal I ! USA, ILLC Craig Pol Mlenhi-DI SOCO OEM BOW Vold. Awntitiod; il Sr. RII 702b WIFF* lmo, C214sl. Struotael Cel Erin Wall ]CC EvAlwation Servide, ILLC ICC rVoinual GeI (952) 898-MS ILLC. I 01=0 29 (Isawo2o I I 10111)2:320 Appr�nad Ranii.k. 2020 vileyilthallow Cadolgib .W.Structull Connicoftents Rob Saldwin JCC EVAluatim SeI LILC [an Lower. P. E. I (253)5I 16081 a39-3288 1w1=02a Applied For Rl W20 CAPT-CI Cal.g.r. Sail Coroquornorts � Misuni-ould. - (13)5214841 (78B)S11-2590 1 V2=20 JW2712020 1 Aporqv6d � 0- ell.ocretiigorr. True, Hal. ' Corrpi"" Method: Evelvatim Report ft=. pnodust E%odusulon Entity -WdoQtNi.ob. (205) 599-96M fnohCategl Engineered Lumber Connpldnoe Method: Evaluation Report from q Product Ewtustion EntiN Roblart.asidAdomwel -- SubOotaill P.I InAnad-d as . Result of N- 7-h-Wity Cwhiplian" Method: C,enifloation Mark or Usting .pnrbo&.st-ta- M 0- w him , " ' �- -- , " '-�,�, -.-, I 1I-�''lr-t,11 ,,1�-I-1�, I1­-­L 'r­,T - ��,�,��� �,w ,�, �,,, -, ,' L �"1,, I I , " , , , ;a- " , . � ��, " '�'"� - L� - "�" " '; � �- � -I .a.t. I--N.�,-- , 11111-, .--,�--A�, , - --� -',-, "j, .� AI - ' ,, � -7- ', 7 --5-'--- ' � , - '�-, �y,� < "affit AS40fgjIC4 Approved ter Use API for Use tewa 2uk Quallity Xssurang, AneradI for Use Agglonnelflor Usa - Rum , Quality Alsouaske API f& Use Aggra,ung for use - - -�-0 asn" t Flwwd Mal ft.b.bw a.- killaRst Preduot b"uttleten contract EyssiratiorwRitut 4lrl super high Strog"'Ll"I tMnOGW oure oamr,iczl in 14VHZ Yes- outside, HVHZ Yen Rsenedons MIA Prisal PUA se" I Produd MOM, Iftsbabour or III Won.#- LVL Produd 06"Notlon conal Ewratlon Lorninabodiv.riour Lumber 03131=4 al hn�z Outside HVHZ No ,Yes RASIstaill WA Proing"Int MIA son # Prodwit Model, winter or Name I Hoh strength Concrete Lintele Product awerfullon Control ftnitation cau, 4I $. and 12 Inaln vd. lintels 45t2112022 In Will ye. outside Kv Yes Rosistaint, Platinum NIA WA U) -lia-all 0 2 Nit 10 16 get trusslobnnoctorantoDqiaWX21 i 8,ge. OW30202i YIW Yes MtA WA 2 3 Panels. PSIL LSIL PasslelSirsund Umber 031310021 Larnin.tedStrodil-une. G3t3l=l No Yes No Yes 14 A KOS WA NIA =3 3 4 WT101-Is MT20 Mrl lugh strouth truss onasedor plate 1 20 ge. trues =ftwor plate DMI ZO high trusts, corpedor DWOR021 yes Yes yes Yo Yes Yes MIA MIA MIA P41A MIA WA 4 TInderstord TJ Rim Boand Motu rat-dornpoWte Lumber a Oriented Strand 03f312021 board Rim Board No Y., MIA NA -0 S. 9a,, Strength plate L , 5 Weyerhaeuser I Im Bound Orok,d SlIend al Rint Board OYM=i No Yes MIA NIA C�. 0 L- (M) 0- (1) I I . L) M co LU 75; < = z < -j III SHEET NO, PA 1.1, O Cn N �--• U 3 _; n r -.Strong-Tie_ � Simpson 202(1 FBC Approved Products Updated 12/3ot2o n P _ 2 Simpson Strong -Tie 202C1 FBG Approved Products 0 td 2 Z d norm Updated 1 p p_. _ .. � Simpson Strong Tie 20�0 FBC Approved Products a riot d tzr3orzo2 n P. e. _ Simpson n Ie 0 F SI p n Strong -Tie g T 2 ao gc Approved Products U dot tl'92130/20E0 Pe LO Cll O O L . For dlreej links to all SST apals Imbed d'elow, CLICK HE E „ For direct Inks to All 8ST approvals llsledbelow, CLICK HERE. For direct Inks to all SST approval% Istedbelow„CLICK HERE For direct Inks tball SSTapprovals listed belft, CLICK HERE �✓ CL5 P1 LJ_ . For additional Information regarding Flpida s Statewide Product Approval System end (viand DadeCouniy Na6ceof Acceptance (NgAf. COCK HERE. s For eAtltbnal Information regarding Ftcrida sStatewttle Product:Approval System entl N6am-Datle;Caunty - :Acts rant O CLICK MERE. Notice of P e (N �. n 4 C C HER Fa'eddtloneliMormattonr regarding Statewide ProtlrictA royal'-: emend M1+6arm-DAde Coun Notlde af•Acce tance.(N.. .. LI K e9 . - 9 - .. PP ry p PJ atltlnkura I r Fcr I marmatl 61'dar- Flanders royal - em tl INt Q tl Gsoun or1 des an anti a e. e9... S Approval � tY Notice -of Aace lance. P1O , CLICK HERE. P (.. W FL#2356-R7 FL#10446-116 FL#10456-R-5 11 HUS HUSC series hangers. Face -mount hangers avaliadle in widths,ranging from 1518" to 3• � � E 9/16"-and heights ranging from 4.5/16' to I1' Concealed flange Sea # Product Model. Number or Name Product Deseriptldn Sea # Product Modal. Number or Name Product Description 3e _� Product Model. Number or Name Product Descrlptl 40, verson (HUSC) available for models having width aqualto or 1 TFten Stainless Steel Concrete &Masonry Screw (TTN S5) 114' diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles i I3T, BTB, 5TH Br ckT es greater than 3 9118". L_ O L O 2 APA21, APA4, APA6, APVA21 APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Called Straps 12 IUS series hangers Face -mount hangers available in +moths ranging from 1-718" to 3- Q 3 APB44, AP644R, APVB66 APB86R, APB88,. APB88R, APB1010 APB1010R, APVB44 Outdoor Accents Post Bases 3 C514, C816, CSIB, C820, CS22 Called Straps 51B":and heights ranging from 9-114" to 16". O LL_ _ FLOW- APV844R APVB66, APVB66R APVBB$ APV888R, APV81010, APV61010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25S0S, LGU3':83 SDS LGU5.25-SDS Face -mount hangers ((3 4 APDJTZ 4, APDJT2R-4; APDJT2-S, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT24. Outdoor Accents Deck Joist Ties b CTS210 Compression/Tonslon Strap 14 LU24, LU26, LU28, LU210 Face -mount hanger's (U _0 Q > Sea # Product Modal. Number or Name Product Demo ggM APVDJT2R-6 6 DSP, SSP'; TSP: Studio Plate be 15 LUC26Z, LU02107 Face -mount hangers Q 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H1OA, H2.5A, H3; HO, H7Z; H16, H16S, H16-2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116"too Cn (1) L � I - �- 2 SD9112, SD9212,.SDi 0112. SDI0212 Strong -Drive SD Connector Screw 6 APL4; APL6, APT4; APT8, APVL4, APVL6, APVT4, APVTB Outdoor Accents L and? Beam -to -Column Ties 8 HGT-2, HGT-3, HPT-4 Heavy Girder Tiedown 518" and heights ranging from 3" to 10 45J16 U� O2 M 3 SD9112SS; SD9212SS Strong -Dove SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R„ APLH210. APLH210R Outdoor Accents Light Hangers 9 HS24 HurncaneTle 17 . - - MGU3.63 5D5, MGU6.25 SDS, MGU5.50 SDS, MGlJ5.62 SDS, MGU7.00 SDS Face mount hangers -� (a 4 'i"'' `^ 4 r: , -... SDGF22A3A,:SDCF22a1-2;SDGF22614,;8DCF227DD,SDCF228`.roB,SDGF22101+1, .:.,. - SlrongbrareBDCPTimberCFSare+rt .: 8 ,:... SVLZ nc Ven r Le' r C Hector B k ee dge on 10 .,. HSS2 SDS1,5 HSS2 2 S S3 HSS2 3 SDS3:: HSS4 SDS3: D Heav .Stud Shoe, y 1`8 Ml rl s''an a Use e . h rs S Fa` r ce-mount ban` ere available m widths ran In from "1 9116 to .�- 9 9 g � .� .- �/J Q SDOF221134, SDCF221334, SDCF27195$, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HST6 Straight Straps 118" and heights ranging from B 15116" to 18-112 5 SDGP22434, SDCP22512, SDCP22614, SDCP22706, SDCP22858, SDCP22912, Strong -Drive SDCP Timber•CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap I9 MUS26, MUS28 Face -mount hangers SDCP221100,SDCP221134,SDCi'2714DO 11 DJT14 - Deck :Joist Tie 13 HTSQI BKTZ, HTS020KTZ Heavy Twist Strap 20 SUft SUL,.:SURC,SULCseries hangers Skewed face -mount hangers available -inwidths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo, Head Screw 12 DS Dry Wall Slop 14 LFTA Light Floor Tie Anchor 9118" to 39/16 and heights ranging from 3_1J16'to I3=3t4". 7 SDS25112 SDS25134, SDS25200, SDS25212;SD525300, SDS25312 SDS25412, S6rong-Olive SDS Heavy-DufyCpnnectcr Screw- 13 FG4 FG6 Framing Clips 15 LSTA9 LSTA12 LSTA15 LSTAIB, LSTA29, LSTA2A, L$TR$0, LSTA38 Straight Straps Concealed Flan eversion 9 (SURC SULC) avallablefcr all double sos2S500, Sb525600 SDS25800 14 FWANZ Foundation Wail Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models: only acute flange is concealed. 8 SDS25112SS,SDS252005S,SDS25212SS,SDS25300SS;SDS25312S8 Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1,GA2 Gusset Angles - 17 LTB20,LT640 Bridging 21 U series hangers Face -mount hangers ayailabieinwidthsranging from l-9116"to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2; HI OS, H14, HGA1O Hurrican8 Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 5' and heights ranging from 2.5/8" to'11.114", 17 HCJTZ Heavy, Concealed Joist Tie 1g MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27 MST37, MST48, MST64, MST72 Straight Straps FL#1L1407-fill 19 kasi2 Knee -Brace Stabiliser 21 MSTA9, MSTA12, MSTA15, MSTA'(8 MSTA21, MSTA24;.MSTA30, MSTA86, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MST4656, MSTC78 Straight Straps Sad # Product Model, NumberorName Product Descrption 21 LCE4 Post Cap 23 MSTC48B3, mstc6s63 Pre -Bent Straps Sea # Product Model. Number or Name Product Description 1 ATR318, ATR1/2, ATR518, ATR314 Threaded Rods 22 LS30, LS50, L570; LS90 Skewable Angles 24 MST128; M5T136, MST146 MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available inWdths ranging from 1-9116" to 7- 2 ATUDS ATUDB•2 ATUD9 ATUD9-2 ATUD9-3 ATUD14 ATUD14-2 Aluminum Take-UpDevice 23 LSCZ Adjustable StairStringer Connector J 25 MTS12; MTS18, MTS18 MTS24, MT824C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-116" lo; 30'; 3 13P3/8.2 BP12, BP12s.3, BP518.2; BP518 3, BP314, BP3/4.3, BPRTUD3,-4 Bearing Plates 24 LSSJ2LZ; L55J26RZ,LSSJ28Z LSSJ28RZ; LSS210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCR2k1012, NCA2x1212, NCA28 16, NCA2x10 16, NCA2x1216 Brrdgirig 2 DGBF series hangers Topflange bang'ereavailable r mdtns ranging from 3 a8 to 7 4 CNW318, ENW112, CNW5/8, CNW314, CNW5J8=I/2, CNW3/4-5/8 CouplerNuls 25 LSSRI.81, LSSR21, LSSR237, LSSR2.56s LSSR210-Z LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW012, RCWB14 Wall Bracing 1/8"and 'heights ranging from 9-114"to'2.4", 5 CTUD55, CTUD6S, CTUD6e, CTUD75,'CTUD76, CTUD77, CTUDST CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie: Plates 28 RPS16, RPS22. -RPS28 Repair Plate Step 3 DGF series hangers Tap flange hangers available in widths ranging. from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, M1_24Z, ML282, ML28Z, W-21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-V4" to 24", 6 Na, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 $P1, $P2, SP4i SP6, SP8 Stud ;PiataTie 4 DGHF series hangers Top flange hangers available in Wdit ranging from 1 V4" to 3- 7 RTUD3, RTUD35RTUD4 RTUD48, RTU05: RTUDB, RTUD7, RTUD6. Ratcheting Take-U p Device 29 MMHC Hinged Roof Connector 31 SPH4,SPH6, SPH8. Heavy Stud Plate Tie, 518".,and heights ranging from 9 1141o.2N'.. 8 TUD9.7UD10 .. Take;Up Device 30 ;... . MMLU26, MMLU26 2, MMLU28, MMLU28 2, MMLU2IA, M{vILUl211, MMLUI39, MMLU1311 FacaMount Hangars; 32: -.r SS1.5, SS2.a SS3, 554.5 .e 9tutl'Sitoe r.. � r _ EGO, EG7, EG9,serres hangers � . .,t.:. r-. „t, Top flange hangers Available m wtd hs ranging from a 1/4 0 8• 9: TUW38 Take -Up Washer 31 RBC, RSCP RoofBoundaryClips 33. STB, ST12, ST16, ST22, ST292, ST2122;.ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 718"and heights ranging from 11 'to 32-117, 10 URS3 318" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, T627, T6311 TB36, TB42, TB48: TB54, TB56: T860 Tension Bridging 8 EGQ series hangers Top flange hangers available in widths ranging from 3-518"to' 7- 11 URS4 112' Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWBf2, TWB14 Wall Bracing. 114" and heights ranging from 11-114"to 32". 12 URS5: 518' Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Tnass•Citps 36 VGT VGTR, VGTL Venable Pitch Girder Tiedown 7 GLS,series hangers Saddle hangers available in widths ranging from 3-114'to 6-719' 13 URSO 3/4' Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, WB126, WB126C, WB143C' Wall Bracing and heights ranging from 8-112' to 28"- 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1 X' to 7- 118" and heights ranging from 11"to.32'. FL#10447-R8 FL#10531-RO 9 FIB series hangers Top flange hangers available in wgdths ranging from 14115' to 7- FL#10447-RS 112" and heights ranging from 8"to.39', Sea # glgduetModel. Numberor Name Product Description Sea # Product Model. Number or Name} Product Desoribtlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114"to 8-718" 1 DTT2 Hold-down Seg # Product Model. Number or Name Product Descrfbtton 1 GBH2 37x5:5, C8142;37x7.63, 0BH2.37x9:75 Concealed hangers and' heights ranging from 10-112" to 2W. 2 HDCI O/4, HDC1Ol22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU; DHUTF series hangers Fare -mount (DU; DHU) and top f anges {DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3 19'to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3 DSC2L-SDS3; DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9116"to 39116" and heights 718" and heights ranging from 7-112'to 32'. A HDU2; HDU4, HDUS HDUB HDU11: HDU14 Hold-down 3 GBC': Gable Connector ranging ranging from to23-15118". 12 HGLTVserieshan .gars Top flange hangers available inwsdthsranging from'3-1/4"to 7- 5 HPA28, HPA35 Strap -style purlinanchor 4 HCP7 81, HCP2 HCP4 Hip Corner Plate. 3 HGU353 SDS: HGU5,25-SDS HGU5,50-SDS, HGU5,62-SDS, HCU700.SIA FICU7.25. Fammount hangars 118" and heights ranging from 1A"to 33". LSTHDB;.. LSTH08RJ Strap -style hold,tlomi 5. HHRG2.2, HHRC42: HHRG42 2. HHRQ411.81, HHRC44, HHRCS.25l325; HHRC5:3713,12, Ridge'SDS, Heavy to Connectors HGU9,00-SDS 13 HfT series hangers 9 To flange hangers available In Wdfhs ranging from 25118"to 3- P 9 _ 9. 9 9 7 7 MASA, MASAP Foundation anchor strap HHRC68 4; HGUS series hangers Face=mount hangers available in widths ranging from 1-518" to 7. 9116" and heights ranging from 18" to 26". 8 MPA132,MPAI44 Stra le purlin P-stY P 6 HRC1..81,HRC22 H- Ridge Hip g 318"andheightsrangingfrom55116"tb/2-716", 14 HUSTFserieshan ers 9 To flan e'oisthan ersavailableinwidthsran in from3-1/8"to P 9 J 9 ranging 9 PAIS, PA23, PA28, PA35, PA51, PA68 Strapratyle purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU525-SDS, HHGU5.50-SDS, HHGU5.62-SD5: HHGU7 00-SDS; HHGU7.25-SDS; Face=mount hangers: 3-9116" and heights ranging from 5-316` to 13-1/8". 1D PAI18 PAI23, PA128 PA135 Strap -style purlin anchor 6 LSU26 LSSU28 LSSU210 Light Slopeable/Skewable.U. Hanger HHGU9,00-SDS 15 HUTF HUCTF series hangers. Top flange hangers available in vndths ranging from 1-9116'to 5- 1I STHD10 STHD1 DRJ, -' Strap style hold down 9 E ' TBEfI, TB 6 Truss;Bsarin Enhancer g _ 6 HHUS26-2, rHHUS28-2, HHUS210p2 HHUS46; HHUS48, HHUS410,rHHUS5.51200. Faceamount hangers g , 112" and heights ranging from 3.7J16 3016 Concealed flange 12 STHD14. STHDI4RJ Strap -style hold-down 10 TC24, TC26: TC28 Truss V lip HHUS7.25110 version (H UCTF) 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, THA428-2 118" to 5-118" and heights ranging from 4-3/4" to 16-314f°: 15 HViP series hangers Tap flange hangers available in vAdths ranging from 1.911 &'to 7- 12 THAIi 81122 THAf2 08122 THAl2,1/22, THA1222 THA1322. THA13522, THA1422 Adjustable Truss Hanger Sized for l-Joists Concealed flange version (HSURC, HSULC) available for all 118"and heights ranging from S•VWto 28". 13 THAL422; TNAR422 Skewed Truss Hangar double 2Xand 4Xmodels; only acute flange is concealed 17 HWPH series hangers Top flange hangers available m v,qd#hsrangmg from i-9J1'6" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU261 HTU28, HTU210 HTIJ26-2',' HTU28-2, HTU210.2' Face -mount hangers 112" and height's ranging from 5.318" 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 1-9116" tc 7- '18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112 and heights ranging from 2-71W to 19-114"- Concealed flange 518",and heights ranging from 9d lS" to 16", 17 VPA2 VPA25, VPA3, VPA35 VPA4 Variable- Pitch Connectors version (H UC) available for all models Craving width equal to or 19 JB series hangers Top flange hangers available in width oft 9116" and heights 18 VTCf2 Valleytruss'Clip g(eater than 2-9116'S ranging from5-3,18'ta7.114", 10 HUC09.8119-SDS HUCQ1 81111-SDS, HUCQ210-2SDS, HUCQ210=3-SDS, HUCQ310- Pace -mount hangers 20 J13A series hangers Top flange hangers available In width of i 911'S' and heights SDS, HUCQ410 SDS, HUCQ412-SDS HUGQSS.2519SDS, HUCQ525111-SDS, HUCQ810- ranging from9-,VIV'to 13-118", SDS, HUCQ612 SDS CIO EZM Simpson Strong -Tie 202tFBCApproved Products Updated 1z/�o22o • Simpson strong -Tie FBC Approved Products Updated 1Zl30/202n Simpson Stroh2020 FBG Approved Products Updated 12BZZO Simpson Stroh .Tie 2020 FBG Approved Products Updated 123220 For direct inks toad SST aPprovals Wd beldvt,. CLICK HER :. For drool Inkstoall SST approv_als 1*.0 belo- d,. CLICK HERE . For dlreet Inks to.all S:S. T approvals listed below,CLICK HyERE. -Flaldas�StatawidePrduc1:APProvatSYsremand ' For drect Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florides, s Statewide P odudk Approval System end MIandd?ade County . Notice of ece kanco {NO ), Far additional Information regarding Florida'sStatewide Product Approval sYtaro and Mom-0Dade Notice dAcceptance {NOA...H-aab=. Faad additional information regarding Mianr-D d County oAFce lance- 6A], CLCKE For additional infomation regarding Fmds Statewide Prpoutt. Approval System an d Mami-Dades County Noticeof Adepranee SNOA CUCKH O ■ 21 LB series hangers. Top flange hangers available in width of 1-9/16' and heights FL#11468-R5 Is SILBV1,56, VLBV1-81, S/LBV206, S/LBV2.37, S(MV2:56, VLBVZW, S/LBV3.12, Top Flange Joist Hangers 6 SET-XP Adhesive Anchor for concrete ranging from 6-3/8" to 15 1/8": SfLBV3:56, SJLBY3 62. S/LBV406, S/LBV4.12, S/LBV4.28, SJLBV4.75, SfLBV5.50 6 Strong-Bolt2 (ST132, STB24SS, STB2.6SS) Strong•Soft2 Wedge Anchorfor concrete available in carbon 22 LSAZ series hangers Top flange hangers available in width of 1-9i16" and heights .Sea X Product [yodel- Number or Name Product Description 19 SILTT20, SiDTT2Z, S/HTT14, HTT4, HTTS Holdowns steel and. Types ,304 and $16 stainless steel rangrng'#ram 9 3/i6 to13 11$.. 1 HHUS210-3, HHU8210- 4 Joist Hanger 2 0 SIMST60 8tMS T7 2 Straps 118 and (10 ga) 7 Titan HD ('fHD-H, THD-HMG, THD=H4SS, THD H6SS; THD-CS, THD-CSBSS) Titan HD Heavy bury Screw Anchor for concrete and masonry 23 LEQ3, LEGS, LEG7 series hangers Top flange hangers available In widths ranging from 3-114" to 6- 2 HRS6, HR58, HR912' StrapTies 21 SP4, SP6 Stud Plate Ties available with heir head in carbon steel and Types 304 and 316 718' end heights ranging from 9" to 33-112". 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCg310-SDS Joist Hanger 22 SSP DSP, TSP Stud Plata Ties stainless steel, or with countersunk head to carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-114" to 6- 4 THGB2, THGB3 THGBH2, THGBH3 THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 710" and heights ranging from 9' to 32-112'. 5 THG02.SDS3, TFIG03SDS4 5 THGQH2-SDS3, THGQH3SDS4.5; THGQH4SDS6 Joist Hanger 24 TBD22' Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC; THD50934RC) Then HD Threaded Rod Couplerfor concrete 25 1NfT manes Bangers- - - Top flange hangers avalable:rn writhe ranging from 1 9116 to 5 8' G. -3 G 4 HGW4-4 TH W3 , TH ,W3-4; THGW 3, T JolstHan er g 2 5 _ TJC37 TrusSJaCkGannecttir 9 TitenHWTFrreadedRtidHan Hanger HD6251S8RH THD837158RH THD37212RH: g tT Ti%nHDThreaded odHan erforcancre� R g 1/8' and heights ranging from 9 114' fo 24". THD50234RH THD10212RH)' �- 26 PF; PFB, PFOB, PFDSB'series hangers Top flange hangers' available in width of 1-9116" and heights 10 Wedge -All tWA) Wedge -All Anchor for masonry ranging from 3-318" to7-118'. FL911473-115 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available ri widths ranging from 1-9/1T tc7- Sec # product Model. Num bet or Name Product Description Sets # Product Modal. Num ber or Name Product Dow&tion FL#i 6230.R8 1/e and heights r2nging 9-114" DD 32": 1 DETAt:20 Double Embedded Truss Anchor I CCQM362;SDSH0G; GGQM4 62-SDSHDG, CGQM5:50-SDSHDG, CCTQM3,:62-SDSG; Masonry Pier Caps 2 F-GTR, FGTRHL FGTRHR Girder Retrofit Anchor 0CTQM4.62-SDSG, CCTQM5.50 SDSG, CCCOM3.62-SDSG CCCQM4.62-SDSG, Sea # Product Model, Number or Name Product Description 3 Hip, H16S,H16-2 H16-2S HunicaneTie CCCQM5.50-SDSG 1 AT-XP AT-XPHigh-Strength Acrylic Adhesive for concrete. or masonry Q FL.#10ti60-R5 4 HEfAl2, HETA16, HEfA20, HETA24: HETA40 Embedded Truss Anchor 2 ECGLQM3-62G4(T, ECGLQM4.62C-iff, ECGLQMS 50G•KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HEfAL12, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4,62G-KT, ECCLLQMDS 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 DascdgLga 6 HGAM10, HM9 Masonry retrofit connectors KT, ECC.LRQMDS 5OG-KT 4 Strong-Boft2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44 ABA44R ABA46, ABA46R, ABA66, ABA66R Adjustable. Post Base 7 HHETAI6, HHETA20, HHETA24, HHE-FA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM550, HGUM7.00 HGUM7 25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (1TN2) Trten 2 Screw AnchorforConcrete 2 ABU44, ABU44R ABU46, ABU46R, ABUS-5, ABU.r6-ABU85 ABU66; ABU66R, ABU88, Adjustable Post Base 8 LG 3- D .5 LG 4SD53 T2, LGT $ S2 T GKderTledown 4 LGUM26.2, LGUM263, LGUM26-0 LGUM28 2, LGUM28 3, LGUM28 4.LGUM210- , , - Masonry Beam Hangers y 9_ 6 Titan HD HD-H4SS THD-H6SS THD CS (T 6SS7 Titan HD Heavy -Duty Du Screw Anchor for concrete available In 304 Y tY ASU88R, ABU1010 ASU1010R, ABU1212, ABU1212R 9 _ LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48;: LGUM410 or 316 stainless steel with hex head and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, Af3W68RZ ABW7-7 Adjustable Post Base 10 META12, META16 META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25 MBHA3.12/11.25'meHA3561725 MBHA3.5619.25MBHA3.56l11.25 Flan Masonry To p gaBeam Hangers countersunk head. 4 A04, AC4R, ACE4, AC8,,ACOR ACE8' Post Cap 11 MSTAM24, MSTAWa, MSTCM40, MSTCM60 StrafiT,e for Masonry MBHAS-56/1188, MBHA3 56114, MBHA3 66/16, MBHA3 56JI8 MBHA5.5017 25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 8C4, BC46, BC4R SCB $C6R BCB, BCS2-2i4, BGS2-316 Past Cap 12 MT8M16, MTSM20; HTSM16, HTSM20 Twist Strap for Masonry MSHA5.5019.25, M8HA5.50f11,25, MEHA5-5011188, MBHA5.50114, MBHAS 50116, 6 CB44, CB46; CB48 CS68, C1368 Embedded Column Base MBHA5.50118 O a)7 CBSQ44-SDS2 CB5Q46-SDS2; CBSQBO-SDS2, CBSQ86-5D52, CBS055-SDS2 Embedded Column Base 6 MBHU3,5519.25, MBHU3 56/11.25 MBHU3.58111 88, MBHU$.56/14,:MBHU3.56116, MSHU5.5019,25, 50111.25 88, US 50114; Masonry Beam Hangers FL#16937-R3 a) 8 CC ECG ECCU Series Bolted column caps with Wf ranging from 3-114" to 9-1J2" and: FL#11496-R5 MBHU3.58/18 MBHU5 MBHU5.60111 MSH W2 rangingfrom 3518' to 7-'112" MBHUS 50116 MBHU5,50118 Se09 Product Model. NumbercrName ProtluctlDescript(on 9 CCQ•SDS2:5; ECCQ-SOS2.5 Series „ Screwed column saps with W1 ranging from 3.114 to 9-1/2'and Sea: # Product Model, Number or Name Product Des@ribbon 1' 18=5K. X161016, X 10 1 - 1 0 6.4 "Self X34BI018 i$•4K, XQ1510 8, XQ B1 1 , K -Drilling, , - #10-18 Strong -Dove X Metal Tapping Screws with 93 W2 ranging from 3.5/8' to 7=1/2" 1 DTT1 Z Deck Tension Tie Drill Point V J 10 CPT44Z, CPT66Z CPT88Z Concealed Post Tie Base 2 H012, HDi9 Baked Holdowns. FL#I397S-R6 2 XLQ114T1224. XLQ114BI224-2K #12;24 Strong -Drive XL Large. -Head Metal Sol -Drilling, Tapping 11 EPB44,A, EPB44, EPB46, EPB66 Embedded Post Base 3 HD3131 HD5B, HD75, HDRB Batted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head CIO 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT53/4 Tension Ties Sea # Product Model. Numberor Name Product Description 3 XMQ114$1224, XMQ11481224-2K 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, `` I3 LC,B44, LCB68• Embedded Column Base 5 CTT LTT20B L 19, _ TTI31 LI hit 9 1 SDW22300; SDW2233$ SDW224a$,.SDW22458 SDW22500 SDW22600 SDtM2263$:, , - Stroh Drive SOW EWP PLY and TRUSS PLY Screws g Tapping Screws with #5 Drill Paint and Medium Diameter Hex 14 LPC4Z, LPCSZ Light Post Cap SDW22634 4 X0114SI224, XQ114B1224.2.5K XI 14S1224; XQ112S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Sal -Drilling, Tapping Screws with #5 O iS MP1344Z, MPB66Z, MPB88Z Moment Post Base: 2 S0WC15450. S0WC15800 Strong -Drive SDWC TRUSS Screw Drill Point L 18 PB44, PB44R, PB46, PM, PB66R Embedded Post Base FL#13628-R3 3 SDWH193000R SDWH1940ODB;:SDWHiBeOO1). , SDWH1g800DB, sDWH1910OODS Strong -Drive SDWH TIMBER-H EX Screw 5 XIJUS1016, XU34610165K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS48 PBS66 Embedded Post Base 4. SDWH27400G, SOWH27BOOG, SDWH278ODG S0WH2710ODG, SDVVH27120DG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point /1 i8 19 PBV6, PBV10 PC44-16; PC48-16, pG48-18; P064-16, PC86-16 EPC4-16, EPC46-16 EPC48-16,. Round Post Base Post Cap Sea # 1 ProProduct Model. Number or Names 58518x24, SB718x24, SB1x30 Product Description SB Anchor Bolts 5 8 suDW816212, SDWS16900, SDW916312, SDWS16400 SDW519600, SDW519712, SDWS22400,SDW522600;SDW522512,:SDW52213(]O, Strong -Drive SDWS FRAMING ScrewLi. - Strong Dr,ve SDWSTIMBERScrew (lnter,or Grade) CIO EPC64-16, EPC88-18 2 SST818; 8ST8201 SSTB24, SSTB28, 8ST834, SSTB36; SST816L, SSTB20L, SSTB24L; SSTB'Anchor Bolts SDWS22800, SOWS22900, S0W3221000. SOWS221100, SDWS221200, SDWS221 Soo FL#35320-RO 20 PC4Z, PC4RZ, PC8Z, PCSRZ, PC8Z;.PC8RZ, EPC4Z; EPC4RZ, EPC8Z, EPC8RZ, EPC6Z, post Cap SSTB28L 7 SDWS22300DB, SDWS22400DR SOWS2'250ODB. S0WS2280DDB, SDWS2280ODS,, Strong -Drive SDWS TIMBER Screw (Exterior Grade) U) .�0 U EPC8RZ $DWS221000DB Sad-# Product Model, Numberor Name Product Description 21 PPB44.4Z; PPB44-6Z Post Base 8' SDWS2231213138, SDWS22512D86: Outdoor Accents: Structural Wood Screw 1 DSSCB43 5. DS8CB46, 0SSC848, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post;Base FL#13672-R#: 9' r SbW827 300SS,SDWS274DD65, 5DWS27aD0 SS, SDWS27600 SS; SDWS2780DSS; Strong -Drive SDWSTIMBERSS Screty: 2 FC643 a; FC846.5, FCB47.5, F0849.5 FC8411,5 Bypass Framing Ftred.Clip Connector _0 SDWS271000S5, SOWS27120OSS 3' FPHSD34S1016,:FPHS03481D16, FPHSD34Bi016-6K, FPHSD34S1214; FPHSD34B1214, FPHSD34B1214.5K #10-1.6 and #12-14 Strong -Drive FPHSO Framing-to-CFS.Sef- Tapping Screws Q Seq 9 Product Model Number or Name Product Description 10 8DWV13400 Strong-Drnre SDWV SOLE -TO -RIM Screw Drilling, FL#10868-R5 1 2 CMSTi2;:CMST14, CMSTCI6 CS14; CS16, C818, CS20, CS22 HRS6, HRS8, HRS12 FHA8, FHA9-, FHAl2, FHA18, FHA24, FHA30.MSTI26, MST136; Coiled) Straps Straps 97 mil (12,ga) : 11 STN22 : Outdoor Accents Hex -Head Washer 4 5: LSFC2.25, LSFC4;25; LSFCI£25, SFC2,25, $FC4.25, SFC6.25 LSSC4 25,.LSSCB 25, SSC2.25;:S$C4 25, SSC6.25; MSSC2.25,:MSSC4:25, MSSC6.25, Seel Framing ConneMr Steel Stud Connectors � Sect # Prod uct:Model. Numberor Name Product Description MST148 MsT160 MSTI72 SiM5T27, S/MST37, S1MST48 MSSC4.25KW MSSCB 25KW V 1 FJA FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28: HTS30, HTS30C Heavy Twist Straps FL#1.5363-R3 r6 ROKW3, RCKW55, RCKW7.5,-RCKW3S, RCKW5.5S Rigid. Knee Wall Connector 2 FRFP Flat Retrofit Foundation Piato 4 LSTA30, LSTA36, LST149, LST173,MSTA9, MSTA12, MSTA15, MsTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 S01343.5, SCB45.5, SC847 5, SC849.5, SCB411.5 MSCB45.5, MSCS47.5 Bypass Framing Slide -Clip Connector r/1 3 GH 6-6 GH46 8 GH48 6 GH48- GH410 M. GH410-8 GH66-6 GH66-8 GH68-6 GH68- 4 8, GH810-B Girder Hanger .rig 5 LSTA9 LSTA12. LSTA15, LSTA18, LSTA21 LSTA24 ST292. ST2122, ST2116. ST2215_ , . St 33 mil 20 � ( 9� §W Product Model, Number or Name - Product Description S SCS32-5/97, SCS62-5197, SCS6251118, SCS82.5/118 Bypass Framing Connector yP 9 v, ICU 4 8,;GH610.6; GLBSA, QLBSB, GLB5C; GLBSD GLB7fl GLB78 GLBTC, GLB7D GIUlan1'Bearing Plate 6 7 I-SUBH3,25, SUBH3 25, MSUBH3.25 LTP5 Bridging Connector Lateral Tie Plate I 2 AS 18, A$ I SS5- AS 18SO AS 20H,9 16 gar, Plates 20 ga: High Strength Truss Plate 9 10 SCW3,25, SCW5 5 SJC$ 25 SJC1O,25,,M$JC$ 25. MSJCI0.25 Head -of -Wall Slide -Clip Connector Steel Joist Connectors M W 5 0LSTSI2, GBLT612, OLlIT516, 0BLT616, GLBTS24 GBLT820 Glulam Bearing Plate 8 LTSI2, LTSIO LTS18 LTS20 Light Twist Straps 3 A6.20 2O ga; Truss Plate I SSB3 518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBGrHGLBD Heavy Gfulam Bearing Plate 9 MSTA30, M5TA36, ST6215, ST6224, 5T9,9T12 5T18, ST22, MSTC28, MSTC40, MSTC52 - Straps 54 roll (18 ga) 4 ASHF in P Hinge Plate 1 2 LS 414 XL 4 X H34B1 SH7$B1 1A - #14 14 Strong Drive XLSH Shouldered SelfDrlhng, Tapping 7 HGT-2, HGT•3, HGT-4 Heavy Girder-Tledawn 10 MST086, MSTC78, ST6236 Steps68 mil (14 go) Screws LLJ 8 UFP10SOSS Universal Foundation Plate 11 MTS12, MTSi6, MTS18, MTS20; MTS30, MTS24C, MT830C Medium Twist Straps 13 X0181018, XQ1 B1016-4K XQ1Si214, XQ161214-3.5K, X078S1224,X07881224-3K, BIO-16, 412-14: and 412-24 Strong DriveX Metal Self -Drilling, 7- 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, SJ81 81, WB2.0e, S1132.37; cVB2.56, 31132,68, VB3.121 S1B3 a6; S1B3.62, SB4.06 Top Flange Joist Hangers FL#18730-114 XQ114$1224, X0114eI224-2,5K; X0112S1224, XQ11281224 2K, X3461016-5K Tapping Screws Q SIB4.12 5iS4 28, SIB4;75, S/65,50 XIS1018, X181016-4K, X151214, X161214.35K 13 S+BA2.1218, SIBA2.12MO S/BA2.12112, SIBAZI2/14, S/BA4.18/8, SMA4.1Bit 0, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z SiBA4.18/12,SBA4,18114 1 ET -HP Adhesive Anchor for concrete Z 14 SH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-i00, GDPS, GW-50, GW-75 OW-100, GTH Gas,�duatad fasteners and assembles 15 S/HD8S, S/HD8B,:S/HDIOS, S/HD1OB;:S1HD15S, SMDI513 Holdowns 3 PDPA, PDPA-K, PDPA-MG PDPAT PDPAT-K, PINW, PINWP, PINWP-W PDPAWL, Powder -actuated fasteners:. threaded studs, and assemblies 10 $MD04, WHDU6, S1HDU9 S11-IDU11 Holdo vns PDPAWL-MG, PSVL3,. PSVL3-K, P.CLDPA, PECLDPA, PTRHA3, P'TRHA,4 -I 17 S/JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete' n- SHEET NO. D PA 1.2 e K �l