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HomeMy WebLinkAbout39819 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or RA. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookSheff 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 Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KNVall 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 LaundryTub 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 Cemeolitious 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam 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 Pk. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES ELEV. Al - REVISED BANDS BACK TO 05-20-19 3.1 ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-19-20 4.0 FBC 2020 CODE UPDATE ALL WORK SHALL COMPI.v �JVITP PREVAILING C0DFr '` ,0riIDA BU!,_!)I v C; c~(. r�E, NATIONA;. AND mwi Ft PLAN EXAMINER LENN/�Ram 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. ` ,���;lttii+•.till/!/��� v P.CN SAE ,. �•. F L 0 RO F E S S I ON /n0111111 t l't To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineers signature and seal - Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WOD LQ :? ", 0 dl : w <'� n 0? w a No aLa o 0 LLLL aw Z (aff°' Wo 0 M o W LLo °' d a Z N Z to 0 OU Z W ❑❑❑ CD z z � z o_ 13 � 0 4 N w j� U O W s N LLI r` E o a ~- Z N Iwo W Z 'Z ` c (33 _ 6 p ~ 0 Z Z W � oo Q U Z a OLo o = >� J W m 0 ` N > Q M O O o T E N ccLO Q O7 LO .T = N T— LO r— .i. 0000 N T C N "' Z z a E 0 v 0 c ¢ o JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. C S i� , A '3 TYP @ 1 STORY s, =OWNER'S • SUITE SHOWER- .0 CARPET AC O tt� I• _TW/DTT2Z '-0" CLG.. i Itll■ �\ Itll■ Itl� STORY= LH::: WY{taafaYWt+Itiy Y I G I � I I $" I CAFE 4 � CO E O VAULT. CLG! I ' CARPET PATIO I 4'-0 " I I I o ', 2:12 SLOPE I CO CEILING I I I I I I I , I I I I Cl) I I / A O ' / T iv M � FAMILY RM / / 15'-88" VAULT CLG. CARPET I Lu . / J CO O Z <° •- LU O 25-SH BEDROOM 3 8'-0" CLG. Ru-n-, CARPET BERGLASS� JRROUND N 11 in Ro BEDROOM 2 8'-0" CLG. • CARPET L T-7 „ M L V-I j„ 2668 C71 4068 B.F. i� =Q w 166 R&S -_ in -_ -_-_- H AT T-4'_ (3) 2x4 #2 SPF F O E R w/ DTT2Z 6-8" \ 9'-6"LCLG. 4068 B.F. - RLS -------------- _ TILE I -} BUILDER TO PROVIDE IIIx I a tQ APPLIANCE G.T. D.W. I I I I W.H. N PROTECTION WHEN S3 r - - - - - - - - - - O REQUIRED PER FBC -6I O Q - --- 2,„ R I S3 w O . �1 A0 I l II O 4n A I O 60 V-4t 11+ 1 1 b Tt : K 1 11 _Ji :.... �iI6�iL 1`� , 2„- t 2,16„ S3 1 11 20'-78" -- -- { �2---- _.- I AN RY J EDGE OF SLAB 2" +_ - - LG. BEYOND WALL OPT. - -, -- v --REE'-4 5-SHDRYER VENT N16"DEEPTHRU WALL ill 2 CAR GARAGE 4SO4 B _ ---- 8'-0" CLG. I 6" .F.F. yd 11 1-8„ 20'-71 8 „ vi OPT, D ' iLAUN j 8, CLG. I 28 Tu tz ! 68 TYP @ 1 STORY O :NTRY 8'-0" CLG. uJ O TYP I I @ GARAGE I I I I OPENING IL I I K I I I S4 I- - - - - - - - - - - I I H.B. I I I I I I 11J`� I I I I S3 TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 44 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) fa Y in N in 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 20 X 26 18 4 X 25 } S.H. 13 20X38J 18JX37i S.H. 14 20 X 501 18 } X 50 S.H. 15 20X63 18}X62} S.H. 16 20X72 18}X71J S.H. 11­12 271/4X26 26X25} S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 274 X 501 26 x 50 S. H. 1H5 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 381J 36 4 X 37 3/4 S.H. 24 37 J X 501 36 � X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 J S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 j 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES 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" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 0 +26.6 / -33.5 GG SEE SN SHEETfiSEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4 t=1 t-0" (GARAGE / LIVING) kj%1111111t,,If/ ,0� , `�, P•�N5E.. S,� Q• 0 1tI11 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W � $ PP rJ Q C14 � w 11 1t!Ma 0 n r, LL W d : uai Y u- U. a W Z OC Lrn o z o � a 7' a N � Z 0)0 =LL W oa❑ z z� z J - a �z 0O10 fp U N LL w o LQ �N e_- = l; '® w U .lam _I_• W a E p �t • z8 U I_g �0. RpO Wa ow ,3 t @ �o m2 " z CY J Kp z0 W � OU O i �y fl Z a U IJ v `< .2 O J o N .-. > o O C CEO ~ E N CU p ai LO �-- i 000 N T r E Z E O M U)C Epp Z C Q CJ J M Q 0 J JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 1 0 1�� ==?O DW KITCHEN ISLAND �4 4 Cn 0 fV M 0 OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w oc MEDICINE CABINET 00 o� o� UL z z M M M M �4 HOOD Lj N—'Lll M CV Q fM RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN i BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a, ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o = C7 VALVES = c C0 1SOAP 00 � 1 Zo C° o DISH U 1 1 o `r' o 1 1 1 M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY Q Q M MIRROR Tf Ir f J1I I OWNER'S BATHROOM 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 O BRACKET 36" H BASE FINISHED COUNTER TOP � CABINETS - 30 H BASE 00 LL = in a C° O 2x T a L 00 FRAMING !'- M zo 1 /2" GYP C? BOARD — T FIN. FLR. 2x P.T. S SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" O CV N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS.I ``\ \11 U i i i l l l f l y&AZ SRO W � ' c`�N SEj•� J n(. Q �• --a �D6 •�� L S S I W4 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 8 Lo 'ou J LL a 0 , - N O LLJ pw LL T. �i @ Os LL le 4 0 t- W YjANtO 3% O J Wf�nj IL � °' . d ? a WW = M Z to p p U c� 8 W ❑�❑ 0 z z p J Y a N 13 tN � z N 5 .O 1'�• o s Q S C C Q M J LL E z E &10 � z /) N ...r pp tJ w 0m. gZ i WL d W N W L T r o N Q 2 O i— 0 (7 o CO Q ... r.- = N N T T r � 0�0 T E M Z '� N E o CM,)z a U a o CMo '; JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 2 12 -1.-- 5 3 TAB SHINGLES. ROOF .+ I - y-- � - 1- -- -r- ;�- INSTALLED AS PER MANUF. SPECIFICATIONS TEXTUREDOTH 2El 7 [711 E HEAD/BAND �I I ODaaE: I [I-:-: 10 EI EF-11L�—��17EIICI[ 7 1 E: Ilul j -------- --- II___1LII—��=II---1L--- --- 1 12 5L,,--' 1'-0" 4' RIDGE VENT �12 12 HEEL T.O.M. r--------7 HDR HGT. ---------------- I 5 la TEXTURED CEMENTITIOUS FINISH ff a a ON C.M.U. (TYP.) I I I 2" x 4" SMOOTH TEXTURED SILL / BAND ---------------------------------------F.FL. FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" 18' RIDGE VENT cQ 1'-0" w W w in w FIN. FLR. PRE -ENGINEER TRUSS REFER TO FRAMING PLAN FOR BEAM SIZE 2"x4" TYP. �--- 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO FLOOR 1 PLAN FOR POST SIZE 12 -,-2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN •(1) 2"X4" TYP. •(2) 2"X6" TYP. SEE FOUNDATION PLANS FOR FOOTER SIZE (:: ) C-1 OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M 3'-0" TEXTURED TEXTURED CEMENTITIOUS 4 CEMENTITIOUS FIN. ON C.M.U. °0 FINISH ON C.M.U. i�o (TYP,) (TYP.) 2" x 4" SMOOTH TEXTURED ------ SILL/BAND LEFT ELEVATION - 61 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 Wager -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 1 �1�,�•��;Ililit lil tltlrjtf� a :,,•• SE • ci ••' _. Q ,J m U �O' OF '. F L 4i r111111111II till 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 Resldential 7th Edition. Engineers signature and seal - Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0�JWW # LL a t» nr U. W 0 he 14 a a _J a LL.LL a uv�i Z°f tO 19 p � it O W°' °f. d d _Z u'f M Z N Q IL cp a Z ❑❑❑ z � z J a N z O C w M E Z $ E CN ry Rv so c7� C _ c Z � a� J 23 YYg owO a W U � � J 124� 120 ^L, O 'W .= U Lin LL � O O m C T E N f0 O �' LO 2 N .T I--- Lo T i I1% 000 N T N "' Z ` a E O E iu 8 _i Q p e—r' JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —� TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 18' RIDGE VENT T.O.M. -------- - '� 1 -.. -. HDR HGT. TEXTURED 4 CEMENTITIOUS co °Q FINISH ON C.M.U. io (TYP.) F. FL. OFFRIDGE VENT7-4' 12 5L_'�-' -------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5� 6'-0" ----------- 12 ___-IJ5 --------- T.O.M. ------- HDRI ---------------------------------- F.FL. REAR ELEVATION - 61 4' RIDGE VENT SCALE: 1 /4"=V-0" 12 "�5 1I- 11-01,01 3'-0" TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702,1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section 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 manufacturers 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 manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant materiel (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �ti�o1111111 i 11f 1J/1/%// : ';a'R0 W/V c U 0 SSI f1111/11111111 To the best of the Engineer's knowledge, i;=ation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. _JLL°_ d� r" C.) v LL' nWW Y J LL LL 0 o 0C� � rn "e _z LLW Mo p V � W 71 U R Z z J N Q1 Z � + �U N � c U LU rz 4 M 5 J E 0 c � El ao g U ~ C Wi R � _ of� t�i ZQQ CV � r`o WO y iC Z CY J �t//�� YM M. j o 2LL Q2 2Z W to821 C o Y. U sass Z 0 �O' J Le E AL W c� O N C W > o O �.. °O I� NLO f LO Tt V cC9 p 2 N Qi r .T� oo N LO T �' (��j M z Z O U ID LD ` .2 n�. JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 3.2 M 2"T i" 2" N *NOTE: FOAM TO BE USED ONLY WHEN VARIES 1'-10" 1" RADIUS 3 1/2" RADIUS 1/2" CAP RADIUS = rye CAP iv �O REQUIRED BYCOMMUN N V-5 " 3/4" RADIUS c rIl i� `c� �O SPECS IFTY NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" � iH iH N BUILT W/ STUCCO. 1/2" RADIUSI" 4" VARIES •71< =,N 1'-0" EDGE OF �• OPENING t VARIES 4 2211 VARIES it All tl T (� 13N VARIES SIN 111 i l_011 111 1 1/2" RADIUS 4" 4" �—�' 2" r � 2 1/2" RADIUS H 3aN � `° I I ^v v' co VARIES 1" = 31" 11" 33- BASE u� is io BASE SIN 3H 211 ZH �a 111 i" 1 r Y11 3H a d 11_811 N i �11 "NOTE: VARIES y 8" 2" 3" FOAM TO BE USED ONLY WHEN - T REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2"' ff DETAIL TO BE 2' 2"1 BUILT W/ STUCCO. EDGE OF OPENING -1. T t 4 1-1/2" THICK 1-1/2" THICK 4 10 iv - 24" 10.. 6" N c c V r s F4", 4" " N 211 2" N gi 1� LLJ _ 1-1 /2" THICK ------ �11 1 , 2a — — — - 5�' L 2'-4° 1'-511 11 51" 1,-4H 311 I I N ------- � siN ry5, C7 4" 111 1 VARIES VARIES 111 2 N L W wo VARIES t VARIES 6 4" 8" rl 1 " lz .— a0 ________ iv i iv Q,1' 6" 4" tsN3"I KEYSTONE F11 0 OPTIONAL I/L3' YSTONE F11 OPTIONAL " 7KE 4" GARAGE DR. OPENING WINDOW OPENING 4" 4" NOTE:INSTALL OVER STONE, TYP. VARIES • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14"14" 111 2'_ 1�1, 1' 4" 2" FINISH a FOAM/ PS MATERIAL IS ACCEPTED ., 54SMOOTH 1 1 I.-i l 3'-8" 1 " 4" 3'-0" 4" 10" 1'-4" 101, r o — c s s N "Ilrr-- --- N t ih c� 1 " Rr0„ 1 11 Nt= 1'-1" 1" i" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM t • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH O W tv �6 U 0'% —_ � i S FL O �/���ROFESSIOt� ; �\ el"111111I I1 U`�����\ To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drewings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 H S E n g g N oo J LL N LL O " > 000 # a NMa� u a be 9LLu- a 13_ =g° 0 W ANm m 0-1 2 L a N �Z QQ�0 00 U COW ❑oo Ur N z iz Ina z iz- W X� LL 4�- 'ram M.j O N L.Li �N c d w � s U C M W � � offgo QE ogo E (D Q) Cn m z N ~ UO� U a W o �CC gi U S `O J ui W @ C9 /� ■_ O N .-. Q Y > o 0 m O E N cc p qt rn � � r I L 0-0 N r T W z y O M o tti E .. U In :3 c c a. Q p JOB NO : 20-8090 SCALE : AS NOTED SHEET NO. F 1 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. 150AI200A INDOOR NEMA1 150 AMP/ 200 AMP n 200 amp 150 amp copper to IIgMs & outlets copper to 20 amp cMs -2 copper to WH •3 copper to Dryer or 4/0 SER Alu UNDERGROUND ne POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 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 -Faun 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 comer counters. ELECTRICAL KEY PET DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I.� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH Il'3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE n RECESSED LIGHT FIXTURE �/ LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN '1 QI EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) H9 PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT LOCATION WITH ELECTRIC METER BUILDER tIa ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT HANSoN �k PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER i Vf I' I TI 1p I I I ` I I 1VINN ELECTRICAL PLAN - ELEV-131 SCALE: Y4"=1'-0" N a N N N 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. t» W $ n 8 N r J U 0ami" y d o LL w d�! a NN0 "a �xn �LJLLL� a�3 V DOC O o v 0 tG O W�a'°' L j % dQ a Z = N M Z y p V N W ❑ ❑ ❑ Z z � z J a C, N V ■ .j N I� w U Q • s� C,4 c co w lL CO O Z— IcC V O E W 0 a� �i a W n O' a CV Lo o it �7 Z _ J3 rod C �f CCl) J Y� N O `— FF < Z s 0 02 Uo W 0 az N 8Z w �� L =1, U L. La W m 0 1` N > O 0 I'- o 6 LO .T� 2 N N r T TT T 00LO M o M N E c>gyp M a E U N $ p C JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 4 :7 g 4j EE ATTIC VENTILATION CALCULATIONS - 131 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED ATTIC 1/150 Rule 1/300 Rule SPACE (No Upper (Must Provide Upper Vent Amt Off -Ridge Ventilators Req.) Ventilators) (Ft.) Amt. SQ. IN. SQ. FT. Total Ventilation Total SQ. SQ. SQ. IN. of SQ. IN. SQ. IN. of Of of IN. of FT. of ventilation of Ventilation Provided ventilatio vented ventilatio vented to be Ventilatio by Upper n soffit in required soffit provided by n Ventilators required needed neede upper (See Elev) d ventilators Main 22 2 Floor 1999 1919 274 960 69 480 606.0 330.0 276.0 (Zone 1) ""NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: Y4'=1'-0" I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SO. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) v �� rL(° . F6� L e` "OFE S •• ONr\���\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � c] se 0 i�,i CVO � ( ii "O 2 u W �Ma t`aY Lu a t7 Z _j r `m °' 0 00 0 Z a0 N M0 toQ 9JN Z W OU ❑ ❑ ❑ _z z z J 1 W Z 1 }{J�, Tf13 •U TTLL� W J` O �N LU N � V ~ U C • � QQ~ M Y�jj Q J LA_ Ecg E fT w` 5t ZO w l ZE FCo sM w_ t Zi�tv 03Rl y�< g& W A A �0', J L °1 U LO ^ Q /� ' O O r1 L 0 a O co r— (LO pLO Q± .� T = N r T i I� 00 N 1— M N "' z W Z E O o a. 0 _j ¢ 0 1 3 JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 5 4 v T TYP@ 1 STORY BU.N.O. t ■ ■ ■ ■ ■ _ ■" »■ ■ ■ ■ 1 ,tea ■ ■ t rn LO I 17'-28" -118 dl I - ,- - - - - - �- I j N : LO 1 2-_g 2 .g• r �t + I\ \ \ - II IF. �I 0101. IL I t + HVAC CHASE \ t+ I I BASED ON III 10'-108" cn LOCATION ■' ` \ ........ CJ H� — CJ - N - - C-I-- - - - �-CJ I 2,-6"-6"x1'-O" x2 AG Cl) W/ (3) #5'S E.W. 'IT-5j" 36'-681" 1 I :. TYP @ 1 STORY U.N.O. ■: .. �" I .. .... 01rA .....:. .. ......... . 4 TS3' 3-1/2 MIN 3000 PSI CONC. SLAB FO TOP OF CONC,/ PAVER TOBE4 ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. r 3-1/2" MIN 2500 PSI CONIC SLAB OVER 6 7,-111 4'-8" 2-6 x2-6 x1-0 PROVIDE %z" x 9"' -3 1/2" I MIL VISOUEEN VAPOR BARRIER I ( RECESS FOR FRT. DOOR W/ (3) #5 S E.W. -3 1/2,, SLR - 16'-118' V-6j„ — J io in L I - - I- -_ - - ■ N I CJ I III III �'� I I D.W. III ■ — I I I - - - -�P I ,W.H./ ■ I — K CC CC 1 I I I re ��la I PROVIDE 1 Y2' RECESS N 1 1 1 N Nla I S3 S3 I S3 I 4 (o 0 STEPS AS REQUIRED PER FIELD FOR SGD. REFER TO I N --JNI� I N N 3 I MASON'S SLOPE FOR I 1 ,� �1llz I 7-4 7-1 I " x w CONDITIONS WIDTH I 1 N Irn N 4'-0° 25'-6" 11 _ 20'-6' N I I I I I' EDGE OF SLAB 2" I BEYOND WALL (2) #5 VERTICAL x v N Cl) I I I KITCHEN ISLAND I LOW WALLS K S3 BUILDER TO PROVIDE I J I I I CHASE TO ISLAND I APPLIANCE PROTECTION S3 I WHEN REQUIRED PER FBC - INDICATES- FILLED CELL 3000 PSI - C - - `.° - w/ -t-CJ-1-CJ I I I I _ I is U, CONC. GROUT FROM FT. TO BEAM o0 S3 W/ (1) #5 REBAR VERT ABOVE SLAB = cv TYP @ ALL PLACES SHOWN I I in TYP @ 1 STORY U.N.O. ( HOOKED FTG. DOWELS 5" EMBED '- W/ 25" EXT. ABOVE SLAB "GRADE 40 • • _ I I _ _ _ _ y"y.-. tI ------ -31/2" SLR I--------F a I� ; 1 STEEL" I &T• 1�h 1 OPT. D I: ■ I o-oI,1 , II II I L®J I I #5 20'-1" : L - - - - u 4,-7 I (2) VERTICAL I BARS I " I -------------I-- --------J --- -------I— ----J = A TYP @ 1 STORY S3 U.N.O. 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - t H.B. FA FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.- FOUNDATION PLAN • C/5CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R. ONE FOR EA. ►RIZ. REBAR, TYP. 4.0. Iternate: i reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" `,, /v .. U \ ' �f///f`fltliftlt}11110k To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained wRhin these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. f) 9 $ g 8 �_ r- c Lo 0 CN �Go? J r0 U. 0, I _ •a ` 0 O W W LL f0 �rnon d Q a = N M Z U0 OU V ch W E3130 z z J E3 to z cD v� ('O •v rL Q OW w C M Q� W E a io E E C U Q~ N E g6O p 828 Li ZNCg& ro - C N J H ii p y W 0 �I CO yW dO`• J B W t� 0 O N ^ 0 o O C7 o CO r Np 0) .T� 2 N r r .L 000 N LO T E c LO M Z z E OM >v ai a U -j Q aw JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. 6 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft -35.94 -49.57 -49.57 -49.57 10 -GABLE ---3..22 -38.22 1 -60.99 -60.99 -60.99 -78.58 — --- --------- - — ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD i ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q Q SHINGLE: %6" EXP. 1 (2Y16) or tY32" EXP. 1 (33�16) 2� TILE: f�" EXP. 1 l /3/6) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y6" x 0.113") NAILS Lo _ _ r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 3M IER SB -8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B I HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 1 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 1 112" 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 518" ANCH. / 26 10dxl-1/2" HTT5 5795 5l8" ANCH. /(26) 10d x1-112 K HD3B " 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 '" 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 " 1335/2820 *" 20 -16d x 3 1/2" HUS26 2035/3400 -- 20 16d x 3-1/2" Q HUS28 1760/4095 " 1720/3125'* 30 -16d x 3 112" 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 1 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V 1 (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ (14) 1/4" x 21/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" ' MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4'=l'-0" Oi Atzzri �• �• C d t�1L v Cho G OF to r' L O�ESSIONr��� \` To the best of the Engineers knowledge, Information and bellef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 9 L 0 LL J i #LLa �� 0 LL a Y N Z_ M 01,- W N co 0: O�[ � P, < a a Z _ IL LL C14 M z rain p OU �y W ❑ ❑ ❑ z Z c' d (1) o "V N w o 0 w N U" c Q � i� Q2. E8 1J Ji W �o Zg M E &o �z Z 1 g U W � U yZ S LU pp yWy 120 J W M 0 �— 0 o LO ^ Q C (1) > O N O m O 04 LO _ = N T— Lfn o N LLB r E C (V T M z f0 C 0 y c a. U _j Q p JOB NO: 20-8090 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 Ilntels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel In Ileu 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 a <1 .0 e vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTfS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/lT FORM dr GROUT SOLID :�• 4 li Q N Q J 0 /5 BAR CONT. 8F12-1B/1T V' LINTEL DETAIL SCALE - N.T.S. MI TYPE DESIGNATION TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8F16- B/1T tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cT�f precast irnt is = 3500 psi. 2. f c prestressed Ilntels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 6. 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. REBAR MI N. AT (1) RECIQ'D (1) JCLEAR ALTERNATE POWERS STEEL LINTEL - 4 ° d .M.U. #5 REBAR AT TOP ° a ° ♦ MIN. (1) REC1'D /J 1.1/2" CLEAR c GROUT 0 ♦ • -#5 REBAR AT BOTTOM OF w - d o-BOTTOM LINTEL CAVITY 8 C) O y 1 Lu 0 Li S `_ Q REINFORCING LIINGEDED IN o rY ^ _ Z Lu D Q D 3 5 REBAR AT BOTTC 7-5/8"ACTUAL 8" NOMINAL WIDTH y ¢ S �° �, �° AS INDICATED (VARIES) 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 manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 OF 4'-0" LL 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: Y4'=1'-0" ' r '• •; V V N. � _ cr O �ff r''fi,,��r °fessloNr� .� r r t! t! r ►���R��`` To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida BuIlding Code - Resldential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W u0i ECo Lo g 8�J N pC� IY W 05 LL 0 M �rNiv�NN LL a X 13 Z Lrn a 0 o WNm W rnY, d Z IL ILa �Z t¢¢YLOO CS�y Z W OV 00❑ z z � Q 0-v' In z U' N OLLJ 8 �N U Le 8 U _ • ._ c `c1 N wZ M E � ao Q ao Z o E Nt `$ 0 °do m 0 Z ro ^ C J � U yO IK b O zZ <2 5 rk W` U ow �� 30 ]U aZ C)w �� OF > CD � w zlc a c4 3 J �0 WCD 0 N W _ C 0 � c r N co CD LO .T = N T- T ai � 0-0 T r al ' E O CM N o Z C E °� m c FL U a p JOB NO: 20-8090 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 N PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1, OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t 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,i INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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 77H EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 1V Y4„ MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4,4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO I AND ALIGNMENT ARE T BE IN ACCORDANCE INITIAL SET OF THE CONCRETE SPACING G E 0 WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A rmanent sign which identifies the termite treatment provider for treatment renewal shall be and need re -inspection and contract 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. IrrigatioNsprinlder systems including9 all riders and heads be installed 1-0" the building splay shall n8t wnhln of side wall. 4. FBGR R318.7- To provide for inspection for termite infestation, between inches. wall covering and final earth grade shall not be less than 6 Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must 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 ncxete older and mortar along the foundation perimeter must be removed be�ore extenor�so)treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be install,�d afte construction is complete, including landscaping and irrigation. Any soil distud 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 The certificate of compliance shall state: 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 11/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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. V V-"0 WNAt�f`��''�,� * LASE �• ` C ' ti N tL ,���ir4�OFESS10Nr��. x To the best of the Enginsees knowledge, Information and belief, the strulurel plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 A A 0 04 9) d C . M inns- J LL -LLI' a 02Z c_v LL LLw _ W a Y to 103 0: moJ W mrFd aN LL _j N OCl) = pV _5cvn W ❑ ❑ ❑ z z g ¢_ a 13 U) I N z U O N \/tn � LU U ¢ C Qc � o _J Q U `c oO i c ro Y c;3 ro tc/a27j � b = W> O LO > .-. O CL C 00 E N M p Q± LO 2 N 04 � L0 LO 00 N 1� y M o Z cc E E C) E U g :? 1p � c a ¢ 0 JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF • HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR GAS METER O 8 fV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'1 (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. 8'4" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) SIMPSON HTS20 OR (3)16d TOENAILS "TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness S@rl@S 3/4" or 7/el 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r / 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., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING X" GAP @ TOP sides by 6", DOUBLE JOIST CONNECTION N.T.S. FILL CELL - STD. 900 HOOK BOND BEAM SIMPSON MGT _ w/ (22)10d w NAILS TYP. GIRDER TRUSS Q STD. 900 lul CONT. #5 BCONT. #5AR­' > HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN. SEE PLAN FOR REQ'D PLYWOOD FLOOR i/��- COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW - % FOR BLOCKINGffJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN r \� OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 28 max., ) Small gap 2' max. Web Stiffener Fastener Schedule Joist _ Bearing Location �- Series Depth End Intermediate ® 9-i/2" 2-8d 2-8d -__ - BCI 5000s 11-7/8" 2-8d _ _ 3-8d - Clinch nails 14" 2-8d 5-8d - -- 9-1/2" 2-8d 2-8d when BCI 6000s® 11-7/8" 2-8d 3-8d possible BCI 6500s® 14" 2-8d 5-8d-__._.. 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d Tight fit _"_ BCI 60s 14" 2-8d 5-8d 9 -7/ 2-8d 6-8d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 11143-16d 3-16d " 5-16d 5-16d_ _ required when indicated or 4" max. 16" 6-16d _ 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : -for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and a Load bearing wall must stack over below Non-staclang walls blocking and wall or beam below.' wall or beam below.' \ , %i J Joist require additional �° considerati 9 . Check When joists meet over wall, provide local building �i 1 3/4" minimum bearing for each. �1/16"i. I -Joist can be offset PLUMBING LINE code for appropriate ' f�- /� / up to 3" to avoid details in One 10d box areas=20 of high or=20 sinker r =_ �. %i� '�� vertical plumbing „ lateral load. nail each side ii' !� TOP R D s x 4 -0 i � , . �� j, 3" max CENTERED @PIPE PVC OR SCH40 SLEEVE /' JOISTS OFFSET " PENETRATION at bearing. � � -;..� � ii� \.`� SLEEVE THRU STEM N.T.S. d d d WALL Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist Th d• a' L-A a for each lapped joist. _ blocking panel 'Non -stacking walls d * Is Squash block 10d nails SECTION INT. BRG. WALL require additional consideration. (2x4 minimum) FINI GRADE M Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam ® ilrr�_ — — I lw " k` l ' 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 to o--I--o 9 ❑ -1b 4 6„ A 1Y2" ROUND HOLE MAY q6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB 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. 1y" 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. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Filler block. \\� l with 0110d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap --- I Backer Block - "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4'1 gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist j ° depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM---' • SEE PLAN FOR •• d .. FOUNDATION INFO - .• 4- STEM FOUNDATION GRADE F_ .a . r- REINF. SEE PLAN LA/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION d _ is Z • a . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE . 4d _ / • da L .a e Q V a JeA O 4 e a SEE FND. PLN. SIZE & REINF. et`0tf ty� 9 ti P .'braS� * •� 6� 6 Roc UA v • S F LO� . '0,,�`�o�essto�r`�� o the best of the Engineers knowledge, Intimation 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. o g8 O (0 N (V tJL. J LL - � AS ! LL i 04 C LLLL a a Z OC tIC r o a W Z co z a �_ IN O U fS J y W ❑ ❑ ❑ Z N z z � W CL. to !01 �4-J 0C) V) w YZ U Q ¢ N 8 LL E o Ola zp f- Fi Da Z -4 �o CID WT � gg� 1JaNF NJ o $ S _ a Z5 in J Lo ^� W m O N > ^ Q C o O Al m o04 � O 2 N LO LO tT T- LO 00 E c M Z z E 0 E di !u c a 1J _J Q a JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. SN 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. R 0 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0"R302.11) `v 10'-0" (R302. PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 11) 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL 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"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA, EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS " J ) () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20 MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR ' SPACED EVENLY FIBERMESH BqR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _ ARCHITECTURAL w/ (10)10d NAILS WEEP SCREED INSTALLED d `" 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH �, E FINISH TYP. PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR v o ° " P . t+ GRADE 40 MIN. Fy= 40ksi a s GRADE �— z #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD ' .p FINISH GRADE °O [GRADE 60 MIN. Fy-- WWI rn _ — o► °' 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL Z < > 25" MIN. LAP [30"MIN. LAP] °� D •' — r P r AL CELLS (SEE FOOTING MONO SHOWN ° o ° w ° ° — °O 6 MIL VAPOR BARRIER D ' ° #5 REINFORCING BAR R 1 7/8" FOUNDATION PLAN FOR CLARITY ° e. — FOR LOCATIONS) p D ° � = l 1= 1= M 1=1 =I I' I N z r 1x4 P.T. BASE NAILER ° III -I I -I I -I I I-1 I 1-1 I Fi ? ' •- 2 #5 LAP SPLICE 4"x4" INSPECTION o °-III=1 I1=1 11=111=11 -I 1 • PORT AT EACH NOTE: g III=1 I I-III-1 I I -=I i=1 1= �I 3114" BASEBOARD COMP. SOIL. (COMPACTED TO FOR BEARING WALL FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _--_ i— r, AT GARAGE CONTRACTOR Ill= I =III=1 I I=1 1 1=) i=III=III=III=III= I ICI I=III —III 11 D1557) MIN PSI MAY VARY PER I l I 1-III=III —I I--III--III=1 I-111-11—i 1-1 I=111=III--i 11-1 � 4" V-4" TO CUT BLOCK OR POUR I �—III-I I L�111 ;III I II II 1111-III=III�III--I MUNICIPALITY. (- CURB DUE TO SLOPE \ CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D 1 TYPICAL EXTERIOR FRAME WALL FOOTING VV1.4XW1,4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. L. F Cl)v ° ` I trNt 6x6W1.4xW1.4 ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► f �� z •- min. 4"217, 1 1 1 1 j 1 4 A i i 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 V GYP. TYPE ")C° @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR "GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. INTERVALS NOT EXCEEDING 1(1 1Od PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 10'-0" (R302.11) ------ --- — - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) T`4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF _ INDICATED ON THE PLAN. ATTACH (ALT: 1l2"xl2" TITEN HD @ 24" i - - - SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O,C. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD ) „ 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK SIMILAR AT FOUNDATION ONLY @ 6" MAX FROM END OF 2 x PLATE E - -- - IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS FOR UNDERLAYMENT — 5l8"° x 10" "J" BOLT @ 24" O.C. WI IF NOTED, THIS REFERS TO THE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH " ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE _ ____ 0 5/8"x10' WE PRE ENGINEERED WOOD ° ° ] A.F.F. O.C. R DGE ANCHOR INCLUDE THE WALL F:V° @ 24" O.C.) 2" x 6 W1,4 x W1.4 ATTACHMENTS 2 /6x6 W1.4 x W1.4 TRUSS @ 24" O.C. U.N.O. _ ' ' e n n 4 ° ° ° WWF OR FIBERMESH ��/ WWF OR FIBERMESH ° c� J — r a ° • e ° ° a ° ELEV. -0'-31/2" 31/2"MIN. 31/2"MIN. HURRICANE ANCHOR @EACH ° e ° TRUSS (SEE UPLIFT SCHED.) W/ I I ° e ° e ° °° ° ° ° ° ° p e ' 7 ° ° ° 2x4 CONT. ° ° A.F.F. U_ r 12 METAL PL. UNDER EA. TRUSS ° ° ° ° a e a ° o e ' 1/2"(min.)- 4" y 1/2"(min.)- 4" zp: p•) MOISTURE BARRIER I F ° � ° ° ° °O ' ° •' r °0 *•^ � . VARIES SHINGLE ROOF _I — I I I GARAGE DEPTH VARIES d 3112"(min. - 4" 8„ C/2"(mln.) - 4" - ° ° d ° ° ° ROOF SHEATHING - SEE ° ° • 4 e INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2)#5CONT" 4" 1'" 8" (2)#5CONT. 4" '-4 811 FRAMING SHEET FOR -4 FREATHIN HEFT U.N.O. MIN. U.N.O. ANDFASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CMIN .0 ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4=V-0" S3 _ " "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE�N`'°°s BOARD PER CODE OR 5/8" o° ( ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE sic s o W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING � � � DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/ SCREWS / 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M�NN:JO 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1� N E E I R WALL 8"C M U FORM SUBMITTED WITH PERMIT /' COMP.• 1�11�11�11�11�11=11�= �11.= II�I1�11�11 ASTM D1557)=11�n 111 RPE •ON 3"CHAIRS TYP. MIN. fii U.N.O. TYPICALTYPICAL WALL SECTION .; EDGE OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS —r O.H.D. RECESS � z M •I * • :. . 4" OF •y, SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N op .•�. 4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST 2RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. ol 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB �v M 6 MIL VAPOR BARRIER (2) #5 CON I . 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 11-4" 8° 10" (TYP-) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR VARIES VWU OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. " SEE PLAN FOR • " CONNECTION INFO " & LAYOUT DESIGN TOP OF BEAM ' SEE ROOF PLAN c — ° e ° ° o ° (2) HTS20 FOR STRUCTURAL � BEAM SIZE & a CONNECTION INFO M ° " � li 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2X STUDS @ 24" O.C. U.N.O. o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE _ w/ 1/4"x3" TAPCONS SLAB STEP & RECESS S.G.D. rM 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 BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT q w/ MIN. (2) #5 VERTICALS 00 5 - — — 4 FILLED SOLID (SEE PLAN FOR ° _ a 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c7 U.1 ;III= I ° °• I=1 I =III= I=1' WWF OR FIBERMESH '- M Z w I=1 I -I F= n w —I 11=III=III=1 I w U 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3l4"=V-0" S3 BRICK PAVERS or SLAB PER p o `n = -III=1 • • °• _ __ z_ 0'-0" FIN. FLR.,` COMMUNITY SPECS " ° _— _ — -- =1 I 111 �i i l=III=III=1 I III -I 11=III_ FOOTING -1 11=1 I I-III=1 I I I -1 11=1 I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE _ :.•+ •� SEE LINDATION (SEE SCHEDULE) FOOTING WIDTH ••'� •' CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 314*= Tfl' SCALE: N.T.S. S3 <<;;tt,ttttl/er�� ;O W _ �v�' OF J �Af,� FL.O••N*� V q•�c, To the best of the Engineer's knowledge, information and WNW, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlel 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g ter FA 0 N �, x W :3,� a r0r�� u u- M � W Y 5 CL a W 2 0 _�� o � � rnrn W _ L a d MZ 0: 6 _5 fn _ W p U ❑a❑ 0 Z N Z z J v0 N LU O —� IN �U'll ro w c y as Of Q Q M J of i5� ze fo 03 c z J �b W) U 3 2! �LL J J 12 W m 0 o lu N .-. < C O LO ,- I � N T .- E CV M y z° Z E 10 E ai c c a 0 _j ¢ o JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. S3 (MONO) m w LO 0p J N ZE ' ii Lo 0 0 21 0 3 4 N N 12 0 i 4 f a t� a 0 rR (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND 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 (Y DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" WALL BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING W2x (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" """a O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER hf i STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 W/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 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.) �--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR —/ ❑ ❑ ❑ WALL CLEAN -OUT rA WALL ❑ El ❑ SCALE: N.T.S. S4 ❑ A 1❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD SCALE: N.T.S. S4 S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 7 AM .. .. � ' • ow ■■ill III■■ ■l�lll �IIII 1111�. lii■■ ��IIEI Ilil ■I■�i� III■� � IIII� NOTES: 1Q 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE "ITIMEN,RNME T tJ t r- 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR — GARAGE DOOR ROLLER CONNECTION ASSEMBLY ....; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 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. 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x ----- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET SOP I IARAGE i00R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9 (2) 1 (3) (2) (2) 1 (1) LSTA30 9' -16' (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 '--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHINGFASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) kE O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = � - 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 MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE _7 NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C P.T. ATE TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE OVERLAPPING TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR is ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 -BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE SCALE: N.T.S. tJ+4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) 1S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE /- 2X BLOCKING 2X8 P.T. BOTTOM P TE 5/8"x10" 7' BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ° 4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4- O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 o izo B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL)0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. ......... �JSE i 2 FLO S.S10��`�� ` {r�JJlt tf t l i i t''t1���t o the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 2 p (apt} EQ r. 8 VQ Lo (V J w Cy J LL A 'W � d M runt LL W 4 u_ a S _ a W � 0.o °' °' a w Z < r N Cl)Z J S O Z pV 3 rvn III ❑ ❑ z z cl- Q) U C1 (13 ro V U, w 0 U 0 Q M l L 21 E a, ta i E t� 2 11 0 �U Z g 0 dL q 0�� Z co W _> 3 v 0" �� ° Z yk W yWy ZI` aSS U S �C:) J W � c� 3 O N a) o o O �. 03 0 c0 (D LO .� i O N IUD r r /�, L i 000 � z N M S a z c m a E 8 -1 v ui a o1 c 3 JOB NO : 20-8090 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"xl 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. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10IS5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45•t 45• ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 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 fa NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d 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 ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSEE S FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2)16d TOENAILS INTO 2 x6 P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"4" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C 2x4'T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w! MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 wl (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" GABLE WEB S ECT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) SHEET FOR X- X-BRACING, AND TOP M M SEE STRUCTURAL CHORD BLOCKING N to aO AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAILTKNA (2) 16d -WOOD TRUSSES ;o 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 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" O!C FOR THE - 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 ror1er+� ne eununr trio a Mr v% DQ 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 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 --- SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS 4. TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w! (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2 ) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER FASTENED WITH (3) IDE SECTION K"3� SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. 15 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xi 1/2" SDS SCREWS TO { JACK TRUSS BLOCKING & (4)1/4"X2 3/4" 2�r SEE PLAN FOR TITEN TO CMU >, _CONNECTION OF THE LAST IJlmnvAt tutu k�' ^AI_ ^� �' IW ••.• I — — -I r 2x47" ON TOP OF PANEL EXT. WALL CONN. 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/ 10dx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g - SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S'S 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �.,... ,,..,.,,,.. �., , .......,.,.......,......., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w! 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I • . • •all • • . . •II. • a-° f II°.• � _• JI- � • � � � . II �� • � . � , . - •� � -1�. 11,•' • - II �• � .II• �. � CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) s 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)10d x 3" AT _ • EACH CONN. @ 24110 /C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. � ) E 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" - 3-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo Q CORNERJACK " � a U W Z IX 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. E'o N�151111111111111111 71 I��I NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Ro W P • ✓t� S E •.�,, zz- v c�i � 0 � F L o 46, RO�ESSIONP�� �`�lff 11I1111'�1lt��t To the best of the Engineer's knowledge, Intonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldenflal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 EQ r�pp 'W = 8 2e IR J u ' dC0— U. LL 92 G N 9t.LL CL - _ _9;' O � W N Q LLW 0 pv _jW w ❑❑❑ W z a L Ln z $ cc � W_'Ln O N � v C M g ri 0 �o wLL has ze E v F� n7 R a& Z '? 9 � zg� CO J aZ <b gI �o W 53_ Mj CD Ji a� > J W C9 "> U t.C) r1 (D >> m N 0 O T LO CD LO r ._ a N i C*Lo n r E r M Z E 0 �i c a U a O JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. S5 u 2" DRYWALL DOOR JAMB (REFER 1x4 r1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFE;tt UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT _� TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. MAX.81' DO NOT DO THIS PROPER INSTALLATION ♦ ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR C APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING ROWS 3/16ry x 3-1/4" LONG X 3/16"0 FURRING TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED A .C. &' TAPCON. INTO STAGGERED @ 16 TAPCON @ 16 O.C. & 4 2X8 (TYP) ♦ ' BLOCK@ SPACING „ O.C. 2-ROWS INTO x.. FROM EACH END w/ MIN. 1X8 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL D. 90° HOOK (TYP.) STD. 90^ ♦ Ij 2x BAND JOIST W/ FACE NAIL 10d @ TOP & CHORD, AND 1x4 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) *461 FACE NAILS 10d @TRUSS VERT. NAILS 10 R WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END WI MIN TO PRODUCT LAP SHEATHING TO BOTTOM OF BAND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦ JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O O.C. & 4" FROM EACH 1x4 MEND TAPCON @ 16" O.C. & w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ No TC @ FIRST COURSE ' +2�� SIMPSON HGAM10KTA @ 12" O.C. wl (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 21/4" DETAIL STAGGERED @ 12" O.C. 3.1/4" DETAIL NOTCH WEB AT THE ' t5^ FIRST 2 COURSESFILLED INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONKH 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 = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 #FOR 2 STRAPS FILL 15<4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" •. SOLID w/GRouT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION '. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR OR CONTACT ENGINEER of RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ' : ''•� FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 EA. END AT RETROFIT TRUSS DETAIL OVERHANG - CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 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 DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH , IF TRUSSES USED) W/ (3) #6 X 4/z�� WOOD DOUBLE 2x4 SCAB FOR 2 -6" TO 4 -O" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D• START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 2 NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , x 0T � O TRUSS FR yqN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + (F NGTh 1,-0„ 5,-0„ SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ''� EMBEDMENT INTO PER NAILING SCHEDULE ALL TO SUPPORT ° `. ' ►.• /4 MAX 21_0-1 8�� TRUSS + SOFFIT ° . � . ►. ' ••• .•• ► , P . #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1.011• ► ° ; CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . . ► • . ° '► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS _ ► d ' KNOCKOUT / N - ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR `,� ` - p MONO FOOTING x (3) , SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► ° DIRT 4 TO BE INSTALLED JPRECAST BUILT UP PLWD. BUCK - �� MAX SE PLAN LINTEL °: ° STANDARD Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION i 90f HOOK cv #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED W/ 2 #6 X 4%" WOOD ) () FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAID. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") •_ V . L , •_ , , ,- � �� ,� 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. `' �'� `• `' `' `' ` `' `• ANCHOR INTO ARCH BLKG. HIP, STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE „ _ , „ SCALE: 3/4 -1-0 SS „ _ , " SCALE: 3/4 -1-0 SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' >' #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON Z 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g'_p" EPDXY MIN. 6"EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;;. v ► W a A REINFORCING AS FOLLOWS: . ''f: 1l 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;' > ' : ^ ; `; ,, ^; SEALANT pp ° n S PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° #5x6 EMBEDDED INTO v Z EXISTING FOOTING ' (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' . cn N FILLED CELL .: SMOOTH. DO NO FURROW. ':: ► ° DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ' ' GRADE o, ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p . A' ..1 O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M ° ' ► \ ' REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g 00 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' ° \tea 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 RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -1-0�� - „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. O W zz F, 6 Nt Q •; J /0�/� 0 F E S S \�t //1P1111111 � tttt� 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 reel is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a s N LL yMsr LL d ow Z ♦Y. p- W O W ci Q d a IL co N o058 J W 000 c9 c z § �, z z Q n cD z V W � 0 Vi „. �Nco c no®CD W U � Q � w __j LL. E o :o ° E �z 0m F� O ^a Qwm R8 FQ 00 Du Z N � io Y � O � �0 Z �v C uu O o gz J wm W 2 W J( Copp iI�, J d� m W o N C > o O d. m U o CO _ LO 0) L C)r T- r ooN T E z N ' CV) � o Z E O E �' m EL U .°j ¢ O JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4)12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB--,�j 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ G- IVN ` r r r\VVV •YLV TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 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. n DIRECTION TYP. —� `AZ — WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (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 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACIN( 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d ENE NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION `— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL 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 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (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 SIMPSON HUC410 w/ (14) SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/P ANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. i 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. Yv 11 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. `—• MASONRY WALL BELOW: SIMPSON 4. 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 e, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �12 SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d 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 J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFNVALL 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. L PLYWOOD FLOORING 1' R LOW ROOF TRUSS W/ FL (2) 2x6 BLOCKING UNDER 00 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 3g SCALE:NTS DETAILS &SECTIONS \\\\\\1111ii11111//Ak ff w• : G� ro .• �., _ J doh 0� 5'(P�� FLO�r4A, OFE S SION To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply w th the 2020 Florida Bulkting 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. » a S r 8 0 N r LL � W W N a U- W LL M 0 - ILLS160 WgNio na 0 AQjOi W Z 3 d a N ih Z 0 0 OUIL Z W ❑DD z z E z o V J — a N z C1 •V 0 IN w c —, .- Q O �p M M � zw J E o A S Wz 3 zo E 49i ¢& 28o �Hx _ J� g0 8� �Z W L) CD CD> iU rgg c 3 n M ° �CD J L. W � O o N ^ > ' o O a. ° ^, m o 04 Ln U) T = N T" Ln r i 00 N r E Z c, (�� E O M z a .. U 0 Iu ui C JOB NO: 20-8090 SCALE: AS NOTED SHEET NO. D1 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 "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' - 'In WEATHER ✓E BARRIER & IARILY SECURE 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 REFER TO TECHNICAL LETTER ON CHEMICAL e COMPATIBILITY SELF -ADHERED FLASHING ° e 1 ° - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIc UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING NAILING FLANGE 2 8 L F IJ1Jfl r r`Il7 FL^121F1 r IN V 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - 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 o 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 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN V-0" PER PLAN 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 -� C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER �I /-- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based LL sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS 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 9 9 PP (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the 7 SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD :LF-ADHERED FLASHING XCH HERED FLASHING 2 4 5 (n m IIQ 1 I I, a 67. 110 SELF -ADHERED FLASHING INSIDE CORNER Ground 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 a a _ III W Cr LU PLASTER STOP THIS GAP IS A RESULT OF 0- 11 NATURAL SHRINKAGE. co DO NOT SEAL. W CONTINUOUS BACKER W ROD & SEALANT DRIP SCREED PLASTIC LU _ IXACCESSORY N Cl__ W �3: ° A Cn SOFFIT/CANTILEVER SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEADHESIVE AS SHOWN) SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAM/DMA 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. 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 - SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB -SF LATH - II ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster .......... V4•. • •�-•.�� 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 fV 0 (V CCI To the beat of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W LW = Co (apt tp 2 N 8 N J ;� 0to a " UJmvv LLa�C LL� a 0 o 0 0o ILWO'O'da Z _ aN a MZ tYLo 0 oov�co = W ODD Z 2_: a� Q J rz � N Z � C> ■ M "O w In In W 8 = o M LJJ � a S C-4t M � o� _® a E IT � i2� H Z a ru CD a tg Z yJ c Yg g VJ Jtl Z 0.9 W6. U �� TK J 8I g 83. O d L c� ■ IIIIIIIII I\ U Ln ^ O > O L O // LL _ I m O �/ co p LO .T� I"', = N N T LO T T i OTO E c. M H Z Z O E E :: re c a v¢ o JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gaugol +1 /2' x+112' x 2-12" Ila Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) 1 /Y 0ia. A32S (Typ.) V k14 Self0illing Sic"s. 14-5/8" A/C Unit Bottom Edge Hurricane Strap (Typical: 3 in front) WASh2fg Front Cross Support Self -Locking Nuts (Ably be cut to W) Left Bracket 06 Gauge) 0 14 Self -Drilling Strews Thru Brackets & Back Cross Support k)to A/C Unit Bottom Side (Typical: 3 each side for hurricane use) ION INFORMATION St te,& W Wiiaate IIIal tuatiou an pmm"wilei wYiF c Lh HslRem� w All, am. Raid Se l I)sofa� aMeAMR Rao w�urt ras a11N a()�tri Sm01 mml Yard" tfemrAlr[ Revltm 2020 Drened Metals, Inc. Category: hooting eaceasgory: me", 8-1 Ill CaapNatas a. e"lunm RepoA mom a Fwes Registered MchiNd a a Licensed Fiends Prefeaians Engineer Ogg9 Product Model. Number" Name 1 Drexel Matti Rooting Systems aiegill. Loa YMAM mumbam AIIImrtlon 2020 BrmN Vert Precede. In.. Category: equal Componan sracsepay: Proem Mroduad asa Rent of Nee T.mndoay CwmpNsnoe Method 6 .lu die Reps from a Florida Registered Armd40l Or A U011S d Fends SWOUALbmm Prdeaillmai Engineer 1 BrenVat Model e184a510 2 9m.mVrrt Mods N1546511 3 Sm adVrnl MOM 0164MZO 4 amad=MOM01540.321 5 SmiuWaXModse1540.624 6 8m4mVat Model in 540.570 7 SmarlVem Me" 01340.574 Florida Department of Business li Professional Regulation Building Codes and Standards Product Approval Application (Mall Page l dl V14=1 Emu, or 2" au OralaDYm Rely f who 2Odm2er a lkrra V.adetd r V"od ied� F1C AmmamuN Amaroviell MilitiaJa.o S hullats Zerhery R. Priest Loin Smeden P.E. 08M 012020 0WOM20 06202020 10P32070 Appro+ad (5023 303-1511 PE-74021 (334) 300-1800 Mhumetsedresmel.com !'rodual.DMf[1rla0 Approved for Use ^ap[ovadnor Contract Excitation In HVHZ 0uhilds Use IdmlA HVNZ Lrwr larm F7ltm DMC 1 ODNS, DMC 15093, OMC 1759. DMC 2008. .Does 121312025 Ya No MIA .W 180 DMC SV Florida Departnnert of Business A Professional Regulation Building Codes and Standards Product Approval Appllearorl Detail allldecol Mental orsharn Names F. Nwero P.E. (677)441.83" PE-73"a 'fee-"-[ oom dFungFlood end V.nte.tia Vo nclon Foodend d ventilation V.d Insulated Flood Val Insulated Flood Vat 10111e10t: 0w0. Dow Flood Vat Wood Well insulated Flood Vat 14.58qud: Oango Door Flood V.M ft"Ire IMFM21 onto data 2AMIN lm lire 1 1 821121 t Ndd" &&aim figAso mrr Arno Beim Lode Beech P.E. 12A W1120 12M SM20 12128/2120 Approved 9YYOf�tllafctt Gmtrati�rtllmalt 12/312D20 Aagfmmdamat In HVHZ Yes aosNMOr.rua 1bitsiga � Ya 1maeA iNlltaol NIA Lmlta &M= .10W 100 121312020 Y.. Ya NM +100/.1o0 12MIANI20 Yes Ya NM .1001-100 12rJ/2020 Y.e Ya NM .100A100 12/312020 Y.s Y" MIA WA 12/512020 Yes Y" WA •too'100 12l112020 Y" Ya WA NIA Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 (3 1ff/M 22111 MtRy t oars &a amPaomDa aye Loa Immm mmimmg [ Zan= MIWWKAIWM validated AW YaaWd LIOmog FM A -,A amm)nd a" R.Msan 2020 Theirri Caponit on BM Joe, Lyndon P. 9ohMw. P.E. Ryan J. Nile. P E. 0/OW= 07/12/M20 07262DM ton3202o Approved Category: Saito Doors ISM) 643.7628 M43409 (813) 707-6563 aubCaNgwy: 9wngna Eden' Dow Aaernbsss co CompllrEa. Mali tli repot tom . m Florida R4g10ind Arahiad a s I.kansa Fled. Professions Entarvr Filrfixarfaamlma owners Assurance Approved Tor Use Approved ter Use bm D"M Lea 1io01tl.almloYm Sengill etlrrlmOrt I. NWHL Oldemal> m Alits of Foam 1 a.Thenrr-hu Fba GaaleeW Mnoolh-ear Nominal S6439;86quq;lnpamx8qud; Opaque 127312021 No Y.. Ya WA Composite Edge FlMrylass 51n W Der (inswn90utwng: x cmagunan) 2 b. Theme-Tru Fis -Cls.sle and Smooth -seer Nominal a1a39:a BWd:mpact8quq; Opaque 121312021 No Yes Yet WA Composite Edge Fib"ess single Dora with asosswa) (Inewingloueasang: XO, OX or ox0 aonligundms 3 c There-Tru M Clitak and Smodn-Bit Nominal 9640M;6 6qud:lrrwct8ouol; Opaque 12/312021 No Ya Ya WA Compel' Edge Flbaral... DoubleDoor with or snout 310ma (hlswingtowswhlgi xx or oxxo "die 'dohs) 4 d. Therm a7ru Fiber-Caeele and anl0dh•Bar Nominal SMOSio 6qua;Impadaqud; Opaque 12/312021 No Yes Y. N/A Composite Edge Fib".. single Door (1-aring/Outev imp; X eamQln6on) 5 a. Theme-Tro M-ClMale and Smooth -Star Normal 86439:0 Aqud:lrrpacuNg"M 01 121312021 No Y" Y" WA Composite Edge Fiberglass Woo Door with smaws) (InsranpmOutewinp: XO, Ox or OXO ecnegunalms) 6 1. Theme•Tru Fir-CaeRc and Smei-sea Norval 86091.06qu4Clmpaakuor: Opaque 12/31/2021 No Yes Yea WA Carmpoalt. erg Edge Fibas6 Dona a Door with shout adel0"(InswingfOul g; XX or OXXO coneguntens) 7 9 Thelma-Tru Fiba-Claaie.M Smooth Bit Nominal Sam,& dqud;mpad6quot; Glad 12/312021 No Yea Ya WA O. m 1i Edge Fiergi.s. Moos Door 0"Inamovulswmg; X configuration) 6 h. Therma-Tru FiaClassk and Snob Normt 6141139:8 6wa:mpacsquot Glated 12/312021 No Ya Yes WA Composite Edge FlUadess tingle Door with s1d.R.(e) (Inswne/ouwng. XO. OX or OXO onnligas Ions) 1 1. Th.".Tn FIeFClssse and SmogRBar Will 06S39;8 "at,lmloacl6quot. Glad 12/312021 No Yes Y" WA Cmpele Edge Fiberglass Dane Door with or .Maur 9ds4a 11-rigiKh"a n0; XX or OXXO emllpualah.) Loll. a Product ld on fa00 OkANKIWA rstlmam Aonead for Ua Amoreved Ingym Outside 10 Use Imeed R. Brim Lmalm 12 1. ienna-Tru Fnt.r-Cask 9npodASar Normal 581139:0 6geLlmpam tki owed 127J72021 No Ya Y" WA Composite Edge Floerglae Douaa Door with or wehmt 61deltss (newinprOutfWing: xx or OXXO omepure[kna) Florida Departrent of Business A Professional Regulation Building Codes and Standards Product Approval Application DerII Page I of I 1aFM21 Gilt a OLOE Ott no Dateetdam airs LfL version l/ogltlAuct[ J:agter lmrmmlyafclOr Ventilated Ev JrslWrr lOmtnd FSCAOomted A- ad aamt RMsien 2020 POT Industries Jan. RO-41d MamFDade SCOO -CER Miam•Dea SCCO-VAL IIMO 020 10252020 1124A120 ApprwM Cslawy: Eidenan Do (541) 4664)100 (786) 315.2590 6usCaail along Wake Door Aa4amExes 8oeaveldlapgOndualMsc Compliance Method: Cetsaagm Meng a LINMg an it Dually, Assurw Aopraved for Use .. Aadrnsed for Ua Wiled: pro In HM gwmgL ACli Amber lolemtu 9 VGD-6670 (lary4 Mines mpad) Vinyl aiding OW. Dam ON742021 Ya Y. Y" N/A January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) 1 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Pressures Exp. Date 1. EXTERIOR DOORS FTest A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 .0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16t2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail P.ge 1 013 1=021 219 Booms aa" 1a Data lsoaoa ale Liss Ylrslm llatderlu[ foram at010r[ala9s01 Wid kg.a. YJaWted &tmorA FACAgmaldl AagBr7ad aetln R.14" 2020 Tharms-Tru Corporation Behr Jesperw Lyndon F, Behind, P.E. Ryan long. P.E. 072Y2020 071`12OD20 07202020 101132020 APprwed Cablawr !Jana Doer (300) 843-7620 PE-43409 1613) 7874551 subcdopery: Swengng Extrlor Door Assembles /)spar iongi6+ermaDu.co CempllrNs Method: Evaluation Repot 1WM a m Flexed. R.plsand ArehI1401 or a Umsed Fl rkis Praea(mY Engineer .. cleatNumber or Iftemal Product Deal¢(1Dtlm Gatrer.Lmlrsumaltt Og0(J,,d 11, U, mmmadml.Us, In Ni Outside HYNZ kmm LeWrt 2stau ft- 1 s.ThemnFTNFlslr'_Ussk and Smooh-sar NaNnal 64a79A 6quoCmpaG6quaC OPsqu. 12MIM21 Ya Y" Ya N/A Composite Edge Fieroa" Single Doe (nesng/Outs.ng; X omeguellm) 2 b. Thermo-Tru Flb., C1.0. and Smooth -Stir Nominal 86e36;68quq;Mnpad6Wd; Opaque 121312021 Yes Y. Yea N/A Composite Edge iiroess Single LIM "In satellit e) IlnwMgaut"M Xo. OX or OXO omegurldlons) 3 c. Therrm-Tru Fib-Classio and lhmdMShir Nanny 66IFISA squel.ImpooNqurt; Opaque 12131IM21 Y. YM Yee WA Composite Edge Flbsrglan Double Doer wet or w4hout swan (IMSwng101 twmw xx 0, OxxO emegurYlma) 4 d. Them e,Tnr Fiber -Cheek and SmMhSter Nomil 56439;0 6quq:bpeequd; Opeous 12MUN21 Yea Yes Yes N/A Compotes Edge Flarglas. angl. Door (Inewnaloulewn0; X cenagaNlo) 5 .. ThemnrTnu FloenChpk and 9moo0nShr Nominal 86e3/:08qua;inpaoBgJa: opaque 12012021 Y.. Ya Ya WA Compote. Edbe Fiberglass Singh Door with aa14s.) I awngrouawmmg, XO, OX a OXO cpn"Icae) 0 f.Theme-Tru Flier-Clessie and&nodh•St.r NIXON 6M'M:08qu42:Ynpse1aqueC Opaque 12131/2021 Yet Y. Yet WA Composite Edge Fiberglass Dmbla Door.h or wmout Side sit (In.wlnalIXlleWarg; XX or OXXO ompurallmq 7 g. Them1lTru rib Clsslk and SmooN3Mr NomMN 6ra36A 4qummpaddweC rioted 12n12021 Y. Y. Yee WA Carped. Edge Fberoee Singh Door (I.-irgeioutarste; x ooWnstian) 6 h. Thsrm► Tm Flber•Chssb and Smoorh-8v NalYns1644,V.84glebmpag8qulq; goad IMI2021 Yes Y" Ya WA Composite Edps Fbergaes Single Doan with aalla(Q (Irrf mpqutewlnp; XO, OX a OXO omliaanoel 9 I. Therme-TN Filror CJ.ak and 3-th-Mar Normal 661140"COMPaaaquot; Owed 1201,=l Yse Y" Ya NIA Camrpoteo Edge Flooroas Double Door WO or wlNhqut at,- (Inswing/Oulwing; XX or OXXO omapanme) 10 ). Throe-Tm Fiber -Clan. and Srnoatnsla Norma 64031:6 Aqua:mpadequd: (Naaed 12,31rm21 Y« Yen Yee NIA Composite Edge FlOvoass enw Dow (MVAODrtXlMdng; X cmeauntlm) 11 It Thorp-Tru FTra-Claalcand SmaNly8fer Nominal 88N39;08Wd,mpsg6quor Good IMI2021 Ye. Yin Yes NIA Compote. Edge Fborgleseangle Dow.h aalne(e) (Inewng"t6wing: xC. OX or OXO omegatlmp 12 I. Themlel Ftee-Coate and 9roeth-StM Nominal 8818quol;mpsg6qua, Gk..d /2A12021 Ya Ya Yet WA Colpos. EiV. Flbaoas Double Door will, or .flout SkW. (Inawlny0u14vghg XX W Oxxo emSgurallme) 13 MThsmma•Tru Fierqusk and Smooth-81r NormalSIM11i 4qua;lmpsot&oNot; Opaque 12MIM21 Y" Y. Year N/A Composite Edge Fb.ro... Shoe Doer.h squd:NorFmpadatiud; eldma(t (tn..nooAg.ft; XO, OX a OXO emogundaM 14 n ThermeTru Flber-Clank and Smooth -St., NoYns 88a39;68qud:inpoe gquq: Opaque Qtol 21 Yes Ya Yes WA Composite Edge FNeralaas Double Door wino Squa:NwFmpea6qud; ad.Ma (MearBiOutsalog. rnao an6punUan) 1s a Tham►Tlu Flbar Classic and Smooth•6br NmmN 88Y3g9 8ed;Ipad&qud, Opaque 1213i=21 Yee Ya Yn N/A Comil to Edge Fiberglass Single Door worn 6quoCnIon hoadS,qua; BdOW4) (newka/Ouaetg: XO, OX a OXO caheguraeons) is P. Tham.Tru Flber.Clesek and SmootnSar NmNrlll 84e3830 8quotipam0qud: Opaque lzain021 Yea Ya Yes WA Comli Edge Fbagl.a Double Door wain 6qud:Ma mpad6qud; Bdoe"(MewnarOmmhwno; ONO cormgundon) 17 q. Tham►Tmu FlenCtessk and Smoea.5ter Nominal a8a311A AqueGNon•merecAqud; Opaque 12/3lr2021 Yee Yet No N/A Compel[. Edge Filwil Bnoa Door (Inewlna/Outawsp; X confgrrello) is r. Thsrm►Tfu Floenasmic and SmoothShr Nominal Tr8439;64quor:Nor4npedt aid; Opaqu. 121314021 Ya Y" No N/A Compose Edge PIP".. single Door with aanh(.)nawingD lswtp.xO.DXaOXD omepuMemq 7s a Therml FsrerClasto and emool?FSar NemnN 64&39;64o W;N-Impaet&qud; Opaque 12/31,12021 Y" Y" No NIA Compose Edge FaarglaN Ddul Door .0 or ldaout Vessel (InswinglOutewlnp; XX or OXXO CmlgaMlm4) 20 1. Thermal Far -Claim. and amodh•Stor Nominal 88039;0 8Auot:No1•ImpatN7,lot: Opaque 12/312021 Ya Yse No WA Composite Edge FNerglass single Door X ono) 71 u. Th-%.Tru F.b.,Chaek and Smodh-MMarianasarMarianas&MS9;Og equet;MM mrpatequd;Opaque 12A1n027 Ya Ya No N/A Composite EOpa Ftergla" Engle Door with &also(/) (Ift"WOasvina; XO. OX or OXO conagaellos) 22 v. Thar a•Tru Fier -Cassia and SmodRffisr Nemms OU39:0 aqu4t;Non•Impaot6qud; Opaquo 12/312021 Va Yet No NIA Compose Edge Fbrgisse Double Door with or wmout acme. (In_MWOulewins XX or OXXO empurNlmd 23 wTherms-Tru F81r-Vaale and arrooN•aa Nmin- 84S.A AWocNaMmpoMqud; Closed 121312021 Ya Ya No WA Compose Edge Fberoaes Single Door (newnooula", X emsgrrabo) 24 r. Thrmn-Tru Fier-Clessre ad Smodh-Stier NpYnal 86i3/;e 4pe0NpWrrynt6qud: Olu.d 1213lrM1 Ya Ya No WA Composite Edge Faeroes. Single Door wsh 81alOs(s) UnewMD/Outwlhp; XO, OX or OXO omfaorNo.) 25 y Theme -TN Fir.Glame end Smo r.Slar Nominal Baa39;e AqueONm-IrryrlAqud; Glazed 12/3102021 Ya Ya No NIA Composite Erse Faeces. Oculist Door WO or ./nqut skim" (IneatnyOulaWnp; XX Or OXXO omepaNloa) 25 f. Thm ee-Tin r nit Fb-Cl.m. SmodtF9ar Nanlnal 66]/:0 a8ma0Nm•Imps.t6qud: Glued 12A12021 Yes Yale No NIA Compose Edo. Faeroes Single Door (nsweoumvaq: X "11wntlm) 27 8. Thermal Fter-CJasslo and Smodh-Star NomN 8a439;0 aqu0.Nm4n1prt6quel; Olaed 12131,2021 Ya Y" No N/A Compote. Edge Fbereass Shoe Door With aalee) Ilnewhggaswlrnp: XO. Oxa OxO omegaatlms) 26 m. Thannal Fier -Chan and BnocllnSlr N1rnmN 66439.0 Aquq;Nm-Impalaqud; GlseW 12(31 M021 Yea Yes No N/A Canpas. Erse FWDess Double Door wet or without skim" Ilnsrinp/W1eWng xx or OxxO conSDastim.) Florida Department of Business & Professional Regulation P.O. I I Building Codes and Standards 1,15=1 Product Approval Application Debit Dst 2" MR L(L vmelm ra{rftlum tlIxRed mdat av matt" antFlGAsso)ul EDgltYltl tau RMebn 21110 Theme -TN Cdpoll at" J6214nm Lyndon F. SdnYm, P.E. RyW J. x hg, P.E, I OM 3/2020 0711 V2020 07n02020 1 N1312020 Approved CstaOwy: B n. Doss (800) 843.7928 PE-43401 (813) 787,56s ft,6C l.gory: Swinging Edrlor Door Assemblies 6)tsprm @n sem"hu.co Compliance Mal Evaluation Report Item a m Florla R.VMM W Arme.cl or. Lioansed Florida Preessknat Enonw 1Bm1OallfsBiBrdmit alaAArmalra Aporov d For use A=,n d 1, Lim Imgmit ROIm Lea .Pfa In KVM 2AMO .MU LWlma F-s I aThermulYu Flb.ng .nd OMOW-ehr Namnt 66439;04qudA WWONPUMM0l: Opaque 12/3112021 No Y" Ne WA Canpotee Edge FbrglaSingle Door (nswlnarOdswsq; X conZi a ion) Gdo L(a MKNM ItIl01dr1m R.M" 2020 MI WIn4M and Doors Category: Wall Doss tnmOCategOry: Swing Eldi Door Assamna Co planes MedteC Evaluation Repo from a Floes Reladred Ardnlael or a Licensed Florida Professions Engineer am Litt = MwYI. Nubr a star 1 BERIEB 420 ALUMINUM Sw 2 SERIES 420 ALUMINUM SOD 3 SERIES 420 ALUMINUM SGD REINFORCED 4 SERIES 420 ALUMINUM SW REINFORCED 5 9ERES 420 ALUMINUM SM REINFORCED aistd! Lint version YooWrlm ReNSOn 2020 WaynaOalo. a dMeo ofOverhead Dar corporation CNsel Extra Doors suIsCatgonn SMIonal Extra Door Asaembes. Cor"We" k MotnEvoludlm o froma Ftnde Replsiered ArchW or a Uoineetl Fends Prd..ilpmal Engineer AM9 OULWAIM 3 6000J910016200 41105 10 8000a100/a20001123 Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Detail Paii tArml ermLJu as Pitt Dag G»am no 9Aaw sdmuLiLWMyrkiredr YWW" alhmWW FWAMtDlm aRKLVM Alto Britt Blander Lu' c Robeno Las Been M. Urlch, PE 10DN2020 10A82020 1011 WO20 12/15/M20 Approved 717 ()3853300 PE-67514 (717)317-8484 bodngerenswd.cam amio LAeMaaoa S Aams>ddlsJlr In.HvNZ Aemt3ddlm-Use Outside NVMZ bmA alulrtA 20M Finalta SERIES 420 ALUMINUM 9000x0 .au. 12012024 No Y" No NIA 145•L4aquo1:lrs0aqud: NON -REINFORCED SERIES 421 ALUMINUM 900 OX, XO, XX 12/3iM24 No Yea No NIA 904qudX80Squd; NON -REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12A12024 No Ya No NIA 1463/44qugx966qud; SERIES 420 ALUMINUM 800 REINFORCED OX. 12112*21 No Yee No WA XO. XX 966quPU,Zqu.I SERIEWO ALUMINUM 0 REINFORCED XXX 12/317l024 No Ya No WA 1438d:Xs"Quel: Florida Department of Business A Professional Regulation Building Codes and Standards Product Approval Application Datall P.O. I of 2 lai=i aalialLm. a& ,err alreFlantlma Ott Contact ladnearALleatlse VNldsw Be )WrYld algiligeilif FBC AmtvN ASCII am Dw.ya ".,an John E. S.M. Jsfrey P. Am4sce, P.E. iQM2n020 OWM020 10232020 12/16r202o Applomd (330) 7838121 PE-51737 (004) 821-52DO dkanlehm.ynwaNm.c an cumvAuWWAQ Anorovsd for wit Aoaewd tar Use IM20 Dodo 8e0mLaadoYm Sororitrrrlmar 1,H i 3aeawLms BWrer Formula 94"; Me. Moth. 14L43a, Met helght. petting 12r312023 No Y. Yet-31.001-35.00 Will" In top or ntamedisa "Mm. 166430; Ms Wdn. 148e3>, Aax hdpM. Olenp t12PJ1n023 No Ya Yety30.00A33.30 Waeale In top w Intermediate, seetkn. O N L (n j O U O N O- C1 C O O C L.^III L Cn O BOLL 3 CD Cn i � .a? � a d Q Z Z W J sell-eell W zall ICU O L O CL Q O �s.a Cn V CID M O L WCU W z J Z Q J a SHEET NO. PA 1 m0 22a Lug vwmw MwLtohaa R. ho.n 2020 Cumet Dhls m ofAADG. Inc category: ednar Dore Subcategory: Exterior Door Components Campsrme Slashed CwMason halk Or LWn➢ 1�l Sol, 7D7, T77, 147. 767, 777, nd 647 large and Palos of Dons Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deall Pape I or I INMI Saba errs ao 2OLZMNm 20 2MM &tdamLALaset xddmm VOWM d &AK WW PVC AobrwM dmEgm &Yes Tam RM" UL LLC Troy Dow, P.E. 12flam?0 t20012020 17)21/2020 ADp-c! 1641) 494-2813 (86) 647.ONO tan.rWsyKet-blay.ce Oudkv Atarwoo Am Wodla-gK aumnliaaa IM229 awn BROALRUMM tall d&Mdflao ggi 19L= aaddtitlmi Hainan Z K Rust Laazad,.rA Louvered sin9r and pain or IN trM Yes Y. Yw NM rest. inttel doers. 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(205) 05F0100 aubCoMpry: Ro0M9 Tess RcrMndersoflgberalm Comet Maned: Eveaalln Room Von a In Product Evaluation Emy Quality Assrama AfwrwAdfwUn Among for Use clad gadQa u tt, une. N.. ftgZNL21SLON to 1� ad Lk= Amilm ft sure, 1�6 9axonY • Slag. Bole Old E+paM Pat Downs. CO t Y39lrered,l� 14= No Yi W Thrm aarrp: Impact 11 &%my OW- Sett, Snake same: e0M Emks Fall Prole - arwer. CA 12/31rJ= NO Yes N/A N/A 10 *$MY 600- Slide. $hall.&WP.'SDM&WIN Fall PINING, - I etc. CA IV31/2020 No Ys NA WA 119 Saxony 700-gahem. aim LWD:$DM$Wke FM CA 1j2/(J31(rim No YM 27 iynm.apw /earcadle &amD: 60M $tomIPI(ak-KaIY•T)( pPrmhllre-gallocitim. 1M72020 ND YN ryNAA N)A NN//A WA 26 Vets Low Profte - Kay, TX 12131)2020 No Yp NA NIA Florida Department of Business & Professional Regulation Building Cotes and Standards Product Approval Application Detall Paget oft VT= GM 29OLK 210 era Dow pw kw ao Tim YMmm llamadu[x Sorted &191neserA a YIIWotum vaiw"d &OmWed FSCAMMVM Apamyed &dui Revision 2020 Alen. Slued Lowls ICC Evaluation Sruos. LLC William M. Rsderl. PE 10/31rim 1022/J020 11,052020 11w3I2020 APPrOmd Category: Structural Components (321) 710-3377 (407) 881.1917 &*Cd.prr. Truss pros raWraQelrnaMw.rsan Competent Mttl1.tl: Evaluation Moat from a Product Evaaabon Smelly Quality At� Ancrowd (a Use Approved for Use MMA gal ou KAM 8adrd2oeddlm Se1ad-maIlwam In HYM aaaWL= Bid" !lapin 1 ITW B(W/Alpn•NI(pr Sbwglh (H Beep: e) AAatel Oormattrpar 12212024 Yes Yes NA N/A 2 ITW BCGINpnt Knot, pas Marl Comsetr Pear 17I312024 Yes YN NA N/A 3 ITW SOWAJpns T.M. Motel Comsetar Reta 12031=4 Yes V. N/A N/A 4 IrW HO AVpn. Wow Metal Oomsetr Pear 12/312024 Yet Yes NA N/A Florida Departmrent of Business & Professional Regulation Page l d t Building Codes and Standards In12021 Product Approval Application DWII Suit army or aria au 202mWa gat has YMWm Wolaaaallar 29aad EmmuLkamu Yasddkm YrWrW &0= LARAmmal Amrsml Bair Mvlaon Z020 CAST-CRETE Ua4, LLC Cnlg lea6kw MNM•Oods SCCO • CER Mlsmp•DaM SCCC • VAL 11irloa 2p 1027/2020 1127/1020 Appromd coreacry: structural Component$ (813) 621J641 (7ss) 31$.2590 ehilCategory: Products INrooiced u a Rsut of openlmllowd"to.can New Te recogy snow Mahal Cwtlhdiw Mad a Llion Conga 9 rd�mtmdulW le.t RodaYmdeLMuntbrralrw navd- kudwwo . Coma EMltsllmad, In MWMZ guaiggsi i BW/10■ue t Eu 1 Mat 9vemOn Cmcrer Lke.N 4. S. 8, nd 12 Inch WIee kniats 03212022 Yes Yes NA WA N 2 ♦� ca.0 1 0 CD En O Q so ,a 0 25- c 3 UL O .Cn CG 0 gill .0 s.// ZY C: O -liloomma CIO 0 U) o CIO co Q CL Cf) . 4-0 o O U °- CD V m W Q Z Z Q J a. SHEET NO. PA 1,1 a.-e N O Z I&MA&Uawa4ug Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SOT approvals listed below, CLICK HERE. Updated 12/300120 ® Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals Noted below, CLICK NERE. Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to BST Noted LICK HERE. Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 L C O MW all approvals below. Sr For direct Inks to all 88T approvals Rated below, CLICK MERE. ^^� Cd 1..� For additional Information regarding Flarfds's Statewide Product Approval System and Wand -Dade County Notice of Acceptance (NOA), CLICK HERE _ For additional Information regarding Flodde's Statewide Product Approval System and Maori -Dade County Notice W Acceptance (NOA), ,Q=K HERE. For additional information regarding Florida's Statewide Product Approval System and Mama -Dade County Nature of Acceptance (NOA), .Q MK HERB For additional Information regarding Floticla's Statewide Product Approve] System and Waml-Dsda County Notice of Acceptance (NOA), C i K NERE, .0)U N U)CDFLI2356-R7 FL1111044646 FL#1045&RS 11 HUS, HUSC series hangers Face•mount hangers available in widths ranging from 1-518" to 3 V c 9/16" and heights ranging from 4.5/16" to 11". Concealed flange J� Product Model. Number or Name Product Description $!� Product Model- Number or Name Product Description �� Product Model. Number or Norma product Description version HUSC available for models having width ( ) g equal or _� 1 Titan Stainless Steel Concrete 8 Mason Screw Masonry (TTNSS) 1/4" dlemeterTiten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angier 1 8T, BTB, BTH Brick g rester than 3-9/1 (1". C L, - 2 APA21, APA4, APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Straps 12 ]US series hangers Faoo-mount hangers available in widths ranging from 1-7/8" to 3- O 21 C O 3 APS44, APB44R, APVBW. APBSSR, APBS8, APS88R, APS1010, APB1010R, APVS44, Outdoor Accents Post Bases 3 CSIA, CS10, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16". C O FL#BStd9-RB APVB44R, APVBeS, APVB68R, APVB88, APVBSSR, APVB1010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers ('U O :e,:r %6- _ CIO 4 APDJT2.4, APDJT2R-4, APDJT2-8, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVDJT2.6, Outdoor Accents Deck Joist Ties 5 CTS218 CompresslonlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O in$ Product Motlal. Number or Norma Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC20Z, LUC21 OZ Face -mount hangers 0 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH48, APHH46R, APHHe10, APHHSIOR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, HISS, H1&2, HIS-2S Hurricane Ties 18 LUS series hangers Face -mount hangers available in widths ranging from 1-UllW to 4 C Cl) L 2 SD9112, SD9212, SDI0112, S010212 Strong -Drive SD Connector Screw 8 APL4, APL6, APT4, APTB, APVL4, APVL8, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder TWdown 5/8" and heights ranging from 3" to 10-15/16'. (n Q CIO Ca. 3 SDS112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.03SDS, MOUS.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Foos -mount hangers .� CU "o -6-0 �- 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 SVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2SDS3, HSS2-3SDS3, HSS4-SDS3 Heavy Stud Shoo 18 MIU series hangers Face -mount hangers available In widths ranging from 1-9116" to 5- •� Q SDCF221134, SDCF221334, SDCF2719W, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS, HSTO Straight Straps 1/8" and heghts ranging from 6-15/10" to 19.1/7. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJTBZ Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS3Q HTS30C Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers SDCP22110Q SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 8 SDHR27400, SDHR27814, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9110" to 3.9/16" and heights ranging from 3-1/1 S" to 13-3/4". 7 SDS26112, SDS25134, SDS25200 SOS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC8 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Strops Concealed flange version (SURC, SULC) available for all double SDS25500, SOS25000, SDS258M 14 FWANZ Foundation Wall Angles 18 LST149, LST173 Straight Straps 2X and 4X models; only aoute flange Is concealed. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS25300SS, SDSM12SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GAt, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" tu 9 SDWF2718, SDWF2720, SDVvF2724, SDWF272e, SDVW2730 Strong -Drive SDWF Fbor-to-Floor Screw 10 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS18, LTS18, LTS20 Light Twist Strap 8" and heights ranging from 2.&8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 18 HH4, HHe Header Hangers 20 MST27, MST37, MST48, MST80, M6172 Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps FL#10667-R6 20 1.30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC00, MSTC78 Straight Straps AwlProduct Modal. Number or Name Product Describtlon 21 LCE4 Post Cap 23 MSTC48133, MSTC6883 Pre -Sent Straps AMS Product Model. Number or Name product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skeweble Angles 24 MSTI26, MSTI38, MSTI48, MSTI60, MST172 Straight Straps 1 BA aeries hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 2 ATUDS, ATUD&2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS1e, MTS18, MTS20, MTS24C, MTS30, MTS30C Madium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP3/8-2, BP1/2, BP1/2-3, BPS/8.2, BP5f8-3, BP3/4, SP3/4.3, BPRTUD34 Bearing Plates 24 LSSJ2eLZ, LSSJ2&U, LSSJ28LZ, LSSJ28RZ, LSSJ21 OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA200.12, NCA2x12-IZ NCA20-18, NCA200.19, NCA202.18 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW3/8, CNW1/2, CNWSM, CNW3/4, CNW5/8-112, CNW3/45/S Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Sbpeable(Skawable Hanger 27 RCWBIZ RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD05, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUDS8, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/210 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Delete Connector 5/8" and heights ranging from 7.1/4" to 24". 6 N3, N4, N6, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SPB, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wkfMa ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUDS, RTUD7, RTUDS Ratchatirg Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHS, SPH8 Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU28, MMLU25-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Faco-Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoo 5 E35, EG7, EG9 series harpers Top flange hangers available in widths ranging from SAIN' to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 STU, ST12, ST 18, ST22, ST292, ST2122, ST2115, ST2215, ST5215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/2'. 10 URS3 3/8" Uplift Rod Run Tiedowre System 32 RST3 Roof Tie -Down 34 T820, T827, TB30, TB36, T642, TB", T854, TB66, TOM Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2' Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11.1/4" to 32'. 12 URS5 5/8" Uplift Rod Run Tiedovm System 34 SrC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3.1/4" to 6-7/8" 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB108, WB108C, WB128, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2 to 2W. 39 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3.1/4" to 7- 1/8" and heights ranging from 11"to 32". FL#10441-R6 FL910531 A5. 9 HB series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- FL#10447-R5 12" and heights ranging from 8" to 30". AW Product Model. Number or Name Product Description JMJ Product Modal. Number or Name Product Deuriptlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sag # Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2 37x7.e3, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/Z'to 28". 2 HDC10/4, HDC1022 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4' to & 3 4 HDQ8, HHDQ11, HHDO14 HDU2, HDU4, HDU5, HDU8, HOU11, HDU14 Hold-down Hold-down 2 3 OSC2R-SDS3, DSC2LS1DS3, DSC5RSDS3, DSC5L-SOS3 GBC Drag Strut Connectors Gable Brace Connector availablein widths ranging from 1.9/10" to 3.0110" and heights ranging from 9-1/8" to 23.15/18 • 12 HGLTV series hangers 7/8" and heights ranging from 7.1/2' to 32'. Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.e3-SDS, HGU5.25SOS, HGU5.50-SDS, HGU5.e2-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.OD-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 7 MASH, MASAP Foundation anchor strap HHRC08 4 HGUS series hangers Facwmount hangers available in widths ranging from 1-518" to 7- 9/1S" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -a" purfin anchor 6 HRC1.81. HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/18 to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3.1 /8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purfin anchor 7 LRU28, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU8.25-SDS, HHGU6.50-SDS, HHGU5.92-SDS, HHGU7.00SDS, HHGU7.25SDS, Face -mount hangers 3-9/1e" end heights ranging from 5-3/8" to 13-1/8". 10 PA118, PAI23, PAI28, PA135 Strap -a" purfin anchor 8 LSU20, LSSU28, LSSU210 Light Sbpeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/1V'to 5 11 STHDI0, STHDI ORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 0 HHUS26-2, HHUS28.2, HHUS210.2, HHUS48, HHUS48, HHUS410, HHUS5.5WIQ Face -mount hangers 1/2' and heights ranging from 3-7/18" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangars available in widths ranging from 3- greater than 2-W18". THAC422, THA428, THA422-2, THA42&2 1/8" to 5-1/8" and heights ranging from 43/4" to 15.314". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 12 THAI1.8122, THAl2.O 22, THAI2.1/22, THAI222, THAI322, THA13622, THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5 3/8" to 28". 13 THAL42Z THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top Mange hangers available in widths ranging from 1.9/18" to 7- 14 THJA2e, LTHJA28, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU28-2, HTU28.2, HTU21 D-2 Face -mount hangers 1/Z' and heights ranging from 5.318" to 37'. 15 THJM2-4-SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Faceo-mount hangers available in widths ranging from 1-9118" to 7. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 18 TSBR2.24 Truss Spacer -Restraint 12" and heights ranging from 2-7/8" to 10.1/4". Concealed flange 618" and heights ranging from 9.1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9M8" and heights 18 VTCR Valley Truss Clip greater than 2-9/1 S'. ranging from 5-3/6" to 7-1/4". 10 HUCQ1.81/9-SDS, HUCQ1.81/11-SDS, HUCO210.2-SDS, HUCO210.3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUC0410SDS, HUC0412-SDS, HUCQ5.25/9-SDS, HUC05.25/11-SDS, HUCC610- ranging from 9-3/18" to 13118". SDS, HUCQ812-SDS ® Simpson Strong -Tie 2020 FBC Approved Products updated 12/30I2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f3W2020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 121=020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 For direct Inks to all SST approvals listed below, r..'L.r9K UM. For additional information regarding Florida's Statewide Product Approval System and Mama -Dade County Notice of Acceptance (NOA), COCK HERE. For direct Inks to all 80T approvals filed below, CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Maml-Dade County Nike of Acceptance (NO I. CLICK HERE. For direct Inks to all SST approvals listed below, COCK HERE. For Additional Information regarding Florida's Statewide Product Approval System and Maori -Dade County Notice of Acceptance (NOA), CL aCK WERE For direct Inks to al BST approvals listed below. CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Mama -Dade County Nike of Acceptance (NOA), CLICK HEREas , O ■ 21 LB series hangars Top flange hangers available in width of 1.9/16" and heights FLOI14MRS 18 SILBV1.56, SILBVI-81, S/LBV2.06, S/LBV2.37, S/LSV2.56, SILBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15.1/8". S/LBV3.58, S/LBV3.62, S/LBV4.08, SA.BV4.12, S/LBV4.28, SA.BV4.75, S/LBV5.50 6 Stung -Bolt 2 (STB2, STB2.4SS, ST82-OW Strong -Bolt 2 Wedge Anchor for concrefe available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1.9/18" and heights ranging from 9.3116" to 13-1/6 AMf 1 Product Model. Number or Norms HHUS210-3, HHUS210 4 Product Description Joist Hanger 19 20 SILTT20, SIDTT2Z, SMTT14, HT74, HTT5 S✓MST80, S/MST72 Hokdowns Straps 118 mil (10 gar) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) steel and Types 304 and 316 stainless steel Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to & 2 HRS8, HRS8, HRS12 Strap Ties 21 SP4, SIPS Stud Plate Ties available with hex head in carbon steed and Types 304 and 316 718" and heights ranging from 9" to 33-1/2" 3 HUCQ210-2SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless at". or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to & 4 THG82, THGS3, THGBH12, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 318 stainless steel 7/8" and heights ranging from 9" to 32.1/Z'. 5 THGQ2SDS3, THG03SDS4.5, THGOH2-SDS3, THGOH3SDS4.5, THGQH4SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tien HD Rod Coupler (THD37834RC, THD50934RC) Tien HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging tram 1.9/16" to 5- 6 THGW33, THGW3.4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Tian HD Threaded Rod Hanger (T H0825158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete _ ■ 1/8" and heights ranging from 9.114" to 24". TH050234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/18" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13W4-R5 27 28 RR WP series hangers Ridge rafter connector Top Range hangers available in wddides ranging from 1.9/18" to 7- lag Product Modal- Number or Name product Daacriptlon A4g.i Product Modal. Number or Norma Product Description FL#16230-R8 1/8" end heights ranging 9.1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCOW.62•SDSHDG, CCOM4.82SDSHDG, CCQM5.50.SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retroflt Anchor CCTQM4.82SDSG, CCTOM5.50-SDSG, CCCQW,82-SDSG, CCCQM4.e2•SDSG, Saa # Product Model. Number or Name Product Description 3 Htb, H18S, 1-118.2, H1e-2S Hurricane Tie CCCQW.60-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhealve for concrete or masonry FL#10680-1016 4 HETA12, HETA18, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLOW.62G-KT, ECCLOM4.62G-KT, ECCLOW.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP FT -HP Epoxy Adhesive for masonry 6 HETALI2, HETALIS, HETAL20 Embedded Truss Anchor ECCLLOMD4.82G KT, ECCLLQMD5.50G-KT, ECCLROMD3.e2G-KT, ECCLRQMD4.82G 3 SET-XP SET•XP High -Strength Epoxy Adhesive for masonry a�49. Product Model. Number or Name Product Description 6 HGAM10, HMS Masonry retrofit connectors y KT, ECCLRQMD5.50G-KT 4 Stron2 (ST82) Stron2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA4e, A&448R, ABA88, ABA60R Adjustable Pact Base 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HOUM7.00, HOU.25, HGUM9.00 M7 Heavy Masonry Hangers 5 (TT Theg (TTn 2 N2) g Screw Titan 2 9crewAnchor for Concrete 2 ABU44, ABU44R, ABU48, ABU46R ABU55, ABU5-8, ABU85, ABU66, ABU88R, ABU88, Adjustable Post Base 6 LGT2, LGT3SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM284, LGUM28-2, LGUM28-3, LGUM28.4, LGUM210.2, Masonry Beam Hangers 6 Titan HD (rHD-H4SS, THD-H8SS, THD-CSSSS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Trues Anchor LGUM210.3, LGUM210-4, LGUM48, LGUM48, LGUM410 or 31e stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW40Z, ASW46RZ, ABW88Z, ABWe8RZ, ABW7.7 Adjustable Post Base 10 META12, META18, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.56(7.25, MBHA3.68/9.25, MBHA3.5&11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC8, ACBR, ACES Post Cap 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.5&11.88, MSHA3.56/14, MBHA3.5&iB, MBHA3.68/18, MSHA8.60/7.25, 7 Titan Turbo (TNT) Tien Turbo Screw Anchor for concrete or masonry 5 BC4, BC4e, BC4R, BCS, BCBR, BCE, BCS2.2/4, BCS2.3/8 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11,88, MBHA5.50/14, MBHA5.50/16, e CB44, C846, C848, CB88, CBSB Embedded Column Base MBHA5.50/18 O AWl 7 8 CBSQ44SOS2, CBS048-SDS2, CBSQe&SDS2, CBSQ8e•SDSZ CBSO88-SDS2 CC, ECC, ECCU Series Embedded Column Bass Bolted column caps with W1 ranging from 3-114" to 9-12" and FL#11498-R5 6 MSHU3.58/9.25, MBHU3.50/11.25, MSHU3.5&11.88, MBHU3.58/14, MBHU3.5&le, MSHU3.66/18, M13HU5.50/9.25, MSHU5.60/11.25, MBHU6.SW11.88, MBHUS.60/14, Masonry Beam Hangers FL#16987"R3 W2 ranging from 3-5/8" to 7.12" MSHU5,50/16, MBHU5.50/18 92" Product Model. Number or Name Product Description 9 CCQSDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-VC to 9-1/Z' and W2 ranging from 3.5/8" to 7-12" Sao # 1 Product Model. Number or Name DTT1Z Product Description Deck Tension Tie 1 X34B10185K X1 S1018, X1 B101 &4K, X01SIOle, XQ1 B101&4K #1 D-18 Strong -Drive X Medal Self -Drilling, Tapping Screws with #3 Drill Point 10 CPT44Z, CPTSSZ, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holdowns FLOI3975-RO 2 XLQ114TI224, XLQ11481224.2K #12-24 Strong -Drive XL Large. Head Metal Sant -Drilling, Tapping 11 EP644A, EPS44, EPB48, EPBBe Embedded Post Base 3 HD3B, HD5B, HD78, HDOB Bolted Holdowns Scrawl with #K Drill Point and Large Diameter Hex Washer Head `V 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTTS-3/4 Tension Ties �l Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K #12.24 Strong -Drive XM Medium -Head Metal Sei-Drilling, � 13 LCB44, LCB68 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SOW22500, SOW22600, SDW22W8, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC44 LPCSZ Light Post Cap S'DVVnS 4 4 XQ114SI224, XQ114B1224-2.5K X114SI224, XQ1I2S1224, XQ11281224.2K #12.24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPB66Z, MPB88Z Moment Post Bass 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L 18 PB44, P1344R, P846, 10886, PB88R Embedded Post Base FL#13626-R6 3 SDWH193000B, SDWH19400DB, SDWH19600DB, SDWH1980ODB, SDWHIBIDWDB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1018, XU34B1018.5K #10-18 Strong -Drive XU Metal Self -Drilling, Tapping Screws with Q 17 P8S44A, PBS46, POW6 Embedded Post Bass 4 SDWH274000, SDWH27000G, SDWH278000, SDWH271000G, SOWH2712DOG Strong -Drive SDWH TIMBER -HEX HDG Screw 01 Drill Point 18 19 PBV6, PSV10 PC44.18, PC46.16, PC48.16, PCe4-16, PC8&16, EPC44-1e, EPC46-18, EPC48-16, Round Post Base Post Cap 22a 1 Product Model. Number or Name SB5/8x24, S87/W4, SB1x30 Product Description SS Anchor Bois 5 6 SDWS18212, SOWS18300, SDWS16312, SDWS16400 SDViS19600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22e00, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (inferior Grade) EPC64.16, EPCM16 2 SST816, SSTB20, SSTB24, SSTB28, SSTB34, SSTB38, SSTB16L, SSTB20L, SSTB24L, SSTB Anchor Bolls SDWS22800, SDWS2290Q SDWS221000, SDWS221100, SDWS2212DO, SDWS221500 FL#35320-Rig 20 PC4Z, PC4RZ, PCBZ, PCeRZ, PCBZ, PC8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ, EPC8Z. Post Cap SSTB28L 7 SDVt/522300DB, SOWS2240ODB, SDWS2250ODB, SDWS22600DB, SDWS22800DB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) "6-0 EPC8RZ SDVY3221 OOODB Sac # Product Model, Number or Name frodyCDesgJipjion V 21 PPS44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retnofrt Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SOWS27500SS, SDWS27800SS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FC8411.5 Bypass Framing Fixed -Clip Connector $4sZii AW Product Model. Number or Name Product Description 10 SDW9271000SS, SDWS27120038 SDWV13400 Strong -Drive SDWV SOLE•TO -RIM Screw 3 FPHSD34S1016, FPHSD34131016, FPHSD34B1016.5K, FPHSD3481214, FPHSD34B1214, FPHSD34B1214-5K 010-16 and #12-14 Strong -Drive FPHSD Faming-to-CFS Self- Drilling, Tapping Scram ws FL#10866-R5 1 CMSr12, CMST14, CMSTC1e, CS14, CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector L 2 HRS8, HRSB, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, MST136, Straps 97 mil (12 gar) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC8.25, MSSC225, MSSC4.25, MSSC6.25, Steel Stud Connectors AW Product Motlel. Number or Norma Product Description MSTI48, MSTIOD, MSTI72, S/MST27, S/MST37, S/MST48 MSSC4.25KW, MSSC8.25KW 1 FJA, FSA Foundation Anchor 3 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R9 8 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKWS 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 gar) 7 SCB43.5, SCS45.5, SCB47.5, SCB49.5, SCB411.6, MSCB45.5, MSC947.5 Bypass Framing Slide -Clip Connector '^ 3 GH4e-8, GH4", GH48.8, GH48-8, GH410.8, GH410.8, GH88.6, GHM-8, GH68-8, GHB& Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 gar) J31 Product Model. Number or Name Product Description 8 SCS32.5197, SCS82-5/97, SCS82.5/118, SCS82.51118 Bypass Framing Connector S. GHel0-6, GHS10-8 0 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18. AS 1885, AS 1 SSS 18 ga. Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide-Chp Connector ICU 4 GLB5A, GLB5B, GLB5C. GLB5D, GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 00 5 GLBT512, GBLT612, GLBT518, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS1e, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA38, ST8215, ST6224, STU, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 gar) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC86, MSTC78, ST02W Straps e8 mil (14 ga) Screws LLl 8 UFPIO-SDS3 Universal Foundation Plate 11 MTS12. MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1 S1016, X0181018.4K, XQ1 S1214, XQ1B1214.3.5K, XQ78S1224, XQ7SB1224.3K, #1D-18, #12.14, and #12.24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S/81.58, S/B1.81, S/82.06, S/B2.37, SIB2.56, S✓B2.68, SIB3.12, S/63.56, S/B3.82, S/84.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, XQ114B1224-2.5K, X0112SI224, X0112B1224.2K, X34B1018-5K, Tapping Screws a &B4.12, SJB4.28, S/84.75, S/85.50 X1S1018, X1B1019.4K, X1S1214, X181214.3-5K 13 SfBA2.128, S/BAZI2/10, SA3A2.12(12, SIBA2.12/14, S/BA4.1 &8, S/BA4.18/10, Top Flange Joist Hangers At" Product Modal. Number or Neme Product Dowriptlon Z S/BA4.18112, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S/FI1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, OW-50, GW-75, GW-100, GTH Gas -actuated fasteners and essemblies 16 S(HDSS, SIH08B, S/1-1010S, SIHDIOB, SfHD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWP, PINWP-W, POPAWL, Powder -actuated fostsners, threaded studs, and assemblies Q 18 S/HDU4, S/HDUS, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL34(, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 SQCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. PA 1,2, t t V roo- 6� P(5 P4",— ') e-l- --:;f Nur--