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HomeMy WebLinkAbout39903 Harmon Grove Ct- __ ., , u • , �....� ,. ..�.�.�,�� _ .�..�, ,.,,. ,e�rea�„wr � r r n'rrrmmrr'ar n rr�i +wi I I ulu1��� i I �� � �,r L .,,il^ ,I r I r , In , , P��VPe1-1NG VAWC iS�k�tEC��,1C 9 00 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or 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 REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col, Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL 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 orThik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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 UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam 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/ orw/ 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 Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr, Finished Floor PW or P.W. Pre -wire 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 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 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. T 0 N N 0 lilt —�O •y .`G �v ��• U�✓i • � s co No 8750 STATE OF• V ov 0 . fPi�f.V ` O�l�Y 1'�t Pit,�0 fF�lr'iEEEtr6i�t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. @f M o m E � 2 N # LL W C: 0 W ap N ik LL W tli en e` Cr n w a Na — Q JLLL a Z `°OZ Z CU o O ~ w Ifs 7 'F N UJ R' OJ J W ��& Ci a Z MZ O Z N OUIL O J N E] El ❑ Z N O O O Z z o � J — M V)W z m U 0 w o Un ,�— U a r— E minW J Q N I� o w COza o z J Q E oao aZRw E o Uj W� HO 5OZ°0 0 K E N ao o wz �¢❑ H® .% L C o0, U m0 0 O Z, Z N `� ><Z <w z a o 00 z g° W v 3 ;o az !1E� o w >° co °za a °3 =o 0 = � > Ln IlY �O/� `L C� W O ' O O,c � � � m O E T" co a)�_ 7-N T- = O rn N .— Ln M N o Z W E Q m c d 0 o as rJ J Q p JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. C S L9 I bo A OS3 35-SH w w OJ OJ \ \ NUJ T T' (••) ON N T Lu \ \ 30'-0" op in `" `�\ CAFE +_01, \\ FAMILY ROOM V ULT. C G \\ VAULT. CLG. r CARPET PATIO o co O� f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E o SLOPE ULILINU • 1 • 1 i 3 ) L � . -�• In .• H Rio■■ lu •STUDS W/ USP , D.W. 24a OWN R'S CARPET d � _ ® .1 SHOWER = iA : L FIBERGLASS ■ 0 ■ ■� lei I u - 0.1 = 1 ■■ a ■LAT CLG. CARPET BEDROOM 2 CARPET AC PAD rd■■■■■■■■■■■■■■■■■■■-I■■;R�li■i■■■■■■■■■■■■■■■■■■■■■■■■I-1■■■■■■■■■■■11■■■■�1■■■■■■■i-11 H.B. 30'-10" A S3 EGRESS 25-SH O H. FIBERGLASS SURROUND w EGRESS 25-SH I OP O 3068 I I ENTRY I 8'-0" FLAT CLG. I i 15'' W (3) #FS E.W. I III /I I �U) I ILO1Q/Q I 11 I I I HANSON BOX @ 36" A. F.F. EDGE OF SLAB 2" BEYOND WALL I I K 2-CAR GARAGE S3 8'-0" FLAT CLG. I r I 0 I I I I I K I S3 L----t ------- 2668 '-�71 ------- 8'-011 N� -1--1'-1" 1 ' � 40 4068 B.F. 3' 0" 9�-4 ,0 I BEDROOM 4 8'-0" FLAT CL CARPET I I I 'BEDROOM 3 1 8'-0" FLAT CLG. 2'-6" x 2'-6" x 1'-0" CARPET W/ (3) #5'S E.W. --I OPC I I I I II O I I I I I I I I I I I I I I I I I I I I I I I 1 I ►a1 U) OP LU �� O UJ M r` HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 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 71X 251 S.H. 13 20X38g 18-IX 37J S.H. 14 20X50g 18-1X50 S.H. 15 20X63 18#X62J S.H. 16 20X72 184X71J S.H. 11-12 271/4X26 26X25J S.H. 11­13 271/4X38J 26x37i S.H. 1 H4 27 a X 50 i 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27aX72 26X711/2 S.H. 22 37JX26 361X251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37X72 36 X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S-H- 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 J 52 4 X 37 1 S-H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 1 X 62 } S.H. 36 54 X 72 52-1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 j 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" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CDD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 OG SEE SN SHEET I-ISEE 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. @ 8'4' A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 20'-8" GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1 r-Orr GARAGE SEPARATION (GARAGE / LIVING) R-11/13-13 KRAFT FACED N 0 N CD 0 `-�pco ®ENO" P LEWk 7 + • 50 s c M .+ : w +. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 'o st E ° O g b CV J � � J LL 2+ .0 Cc Lt. 0 N •7 Z�; c w # W a rn W Na _ M ag w a S C J z W N N Z o Z O 0 0 � •�NCD m O Z IL IL a N co XcnO v_J ZpV (n W I z N m 0 0 N � Q V) - N z0 U o v 4-J o W U F- i EMIN_ U o as C U Co • ® o co -' w M z o Z LL, E =a �r QN � E w0 z Z® ❑ a U0OU � F_ cl nU o¢ 0 o' O E N t aigo C: =mQa z Y , zz z m0 W v o CZ) W 0 a nw yz �3 o o WJ O CD v z1< z 2°�- 3 c O 0 _ U 0 L � 0 Ln > .'. Q 2 O 0 C s C7 CO E r T- M p Q± �O 0 N r M o Z N Z E E O N N r`p a ECo -. U 41 Q p J JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 1 > .. ..I x..g - .mac . - i(. : .. �. . /:--• T ...'_ '.: .-._y - ,L- �au-ss „ _ _ _ ,._ � .. -., :+ham .. _>.. _. �, .+....,c.'iz�>•� t-�.•aaar•9r�...,..a,.=e:-�. �.-,.-a..<..,...r ,.....,.�. .., e. _.. ... ...-. ...,. _. .- _•_.__ _. _ r 1 T! 1711ill! III 111Ml!"ll AIPAII 11 31 11�11! y!M v mlrm -Fill fIW vi1lr 1�1�`�I+ .l^ 113 1, E 111 'I I Ill 1"'1I O M 0 0 III■I ■ KITCHEN ISLAND O N Lj U LJ HOOD O 00� a RANGE VARIES, 2" LESS THAN CABINETS BELOW le I v KITCHEN 1 I LL71 MLU U 0 CV 0 r1r N OPT. REF. KITCHEN I 0 n MIRROR O NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS MIRROR DOUBLE SHWR. SHWR. CURTAIN HEAD RODS VARIES / ROD z 24" TOWEL BAR TOWEL BAR IN W ON WALL ABOVE TUB OR SHWR. oc TOILET TOWEL BAR a / N BATHROOM WALL O= MEDICINE _ SHWR. o UJ CABINET 00 I _ VALVES _ = o 00 TOILET `¢ SOAP PAPER CO 00 o DISH �j HOLDER LO 0 0 cr 0z 0z � - -1 o - Q O� CVO O M O M co CN co ' M co N LTUB _ .FIN. FLR. _ BATHROOMS, SHOWERS AND TUBS OWNER'S BATH SINGLE ROD CLOSETS / LAUNDRY C oc /7// /7// BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS ---� 36" H UPPER CABINETS --- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS ---- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30" H BASE 0 U- C 0 2x } LO 00 FRAMING r M Cfl 1/2" GYP �? BOARD — T FIN. FLR. SHELVING CABINETS - imm p O O r 00 N N N FIN. FLR. SCALE: 1 /2"= V-0" r 0 00 0 00 h ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ N O N O `a,!ll90fflilOd��/ N LE VVko r,�o `,`.,� • 750 �. �� • ha F Li w C •. `` 10 N PO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Q cp 00 co 8 so M rn r r - LL LU °- Y cc U- a L � z �_� o ro N io ow O co Z LL IL co 6 N MZ Wrn0 Z oUU -AW m Cl�❑ v M � z N ch z O Q Q J � N n �E3 V92 n/ W Vllznn O 4-1 .� U o_� ^Wo (+ f Ly N .. 1— (n U ry 8all� E S U 'o h c U) I e �® W M M w o z � J W N w� Zo z® F= F- (ECL 2� R, UO �V O a� 0 0< [N wa o Z.wi wz w �� C _ C 0 OiY U nm ma Oz z H T z J m c`?i N oa Z go 3 U .1 _z Y �s z < a� U z 2 O 0 = y Lo OCU ro � 0 o O �--' Q � > O O U m 0 .� T � � CV T �O N r E E M o Z m Z E O E ri N N � a E U -j Q q c -j JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 2 r t� c a HFFI -------------- 12 5� F2 12 5� F4 F5 12 5 1"x10" SMOOTH TEXTURED BAND I SOONER IM-11MENME OWN M7�mo FRONT ELEVATION - Al 16-0" RIDGE VENT 3'-0 RIDGE VENT 12 �5 T.O.M. i — LIV------------------------------------------------------- HDRHGT. ------------------------------------------------ -- 1'-8" _ �N TEXTURED 3'-O" _ o CEMENTICIOUS o FINISH ON C.M.U. bo ao (TYP. ) co 25 SH 25 SH --------------------------------------F.FL. LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. c:0 N tS> �,a`®aaterrrr►r���,► EwKOy,'+• o �•� P . i w :cc= LU F,r•it To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q h V E p M$ 0 r ik N m N# J 0' N C J W a� 00 r-[-�-0 - W a co q ° Y JLLILL a L 0 Z r m 0 i W 5 'rp car co L O 0 29jO' a Z IL LL d a a Mz o a N it L 0 U U Z W o g z W z o N M z U �-J Qi o (6 w Ow N N ® U w � E ..y L U o u) ¢ to, N 14 O clo w. M o 2 u_ E E o Z 0 WO � y N ¢R Z® oa �o F_ _ c aI oQ N o ¢o ao d2 xw L m� o z Ow 'a N OJ to J m a' mz o co o m z CJ ¢ o a2 tiw ¢ 3 o O wa � moo a 2 O z 5 O~ U 's O O > Ln V m '^ ca 0 W 0 O O �, ' / j N r•^. Y O O U O i— m o r o N CF) = O r Lo 0) N m r E (� o � E p u) d U Q p � JOB NO : 21-2031 SCALE : AS NOTED SHEET NO. 3.1 12 12 5� �5 25 SH 25 SH _A ------------ ----------------------------------------------- ____ F.FL. REAR ELEVATION - Al HEEL 12 N T.O.M. — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2'-0" HDR HGT. — —-------------------- ----- —-------- ---------------- fi $' TEXTURED CEMENTICIOUS 00 50 FINISH ON C.M.U. LZ (TYP.) 35 SH F. FL. SCALE: 1 /4"=V-0" ------------------------------------------ — -- 1'-0" TEXTURED 31-0" CEMENTICIOUS FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - Al 11= 1'-011 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703,7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. r CV 0 CV LEVVko r� o .' NO PE7875 oF 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 seat. N g o € o m N 3 A Co x 0 cco N -� ik ut W 0 �No� � Lu a a X aaj ch V LL LL 0. z 13 0 J =�� K O 0 0o OC Wa2rnrn 5 N cn K O _1 't ILN IL Ci a 0 M Z OU U_ O V M co Z W Qoo U M z N o o Z � N z o � ~/ J — d � ti M z CD o LL W m G U O w a C U) <n U W J _ E,.. 8 = w ai z. P�1 U o us U) N 01 14 o w CO ('"J z p ZzZ Q J E ce O z o �0 W~ Zo Z® CL U a F p U Q O E N @ L z �o a Z �I W . n' C oY U m p zLL Z(� CL) y ai 6 W gz to Zn oaW g =o d ¢z W US i X o v zR oL 3 0 O Lo O 12 C� CO W 0 O O U LO .> > N Q Y 0 O Cr0 C^ m o E rch .F. V r M = M LO (� M m Z E C:) U) N f6 c a U Q q _J JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 3.2 2 Q: coo it N -O v_ 0 L0 0 0 J 0 e O CD N v v _ Lo NO J O CV co L o= C nu rn C 3 Q 0 a a E O _ L 0 C C N tZ 0 0 0 U 0 i O C7 J a) f7 0 cc N 0 0 a. 1 i� N 2" w - CO 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, I�'1I DETAIL TO BE OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" -- — �,N ^ `y ;— 12 CAP ---- 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54" 1/2" RADIUS 1" 4" VARIES VARIES rM� Mlv Mir MIV SIN CAP iv 1" 1" 1" 1" 0 m r 22" 12 1 1/2" RADIUS VARIES VARIES *-IN r 4" 34' 4 " Mla rr� Ala 1 1" 4i„ I I I I N Tao rIN 3„ T 4 3" 2„ -1 Cr o'fI+S Cfl d VARIES iz" 2 2 e N M 32 11 32 1 _$ 2 1/2" RADIUS BASE ;- _ CD N BASE 3 4 I • 1� N 12„ *NOTE: VARIES 8" 2" 3„ u, FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2"� EDGE OF OPENING 2" �_ �_ T� 6 V-6" 1" V-4" 24 • 1-1/2" THICK 1-1/2" THICK i (V 4" 101, M 24" 1 10" 6" �� r� --- CD 4" Z (V 2, 4, 3" 6„ > TIN M 1-1/2" THICK 32" 21" I - It 52 V-5„ 52 N 66 1 4 3" I I N is 5i a 4 1" 12 VARIES VARIES 2, rr t —'� 2z" _,� • VARIES VARIES r4l" 8" ZV j CV 60 12-' ' rM 3 FL1A �,— EM KEYSTONE F11 0 OPTIONAL 4" GARAGE DR OPENING KEYSTONE F11 °� OPTIONAL 4" 3 a 4" WINDOW OPENING 4" 4° NOTE: • INSTALL OVER STONE, TYP. * FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" � VARIES f2" iD 1 „ NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3�_8" 4" 3'_0" 4" 10„ 1,_4' 101, 14V-61" 1a" r 0 <V 12' 54' 1 -12 7„ 54 V-4" iv `� CV o N c?0`T MM- Eli 2 - GENERAL NOTES: M� • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH ry r' O CV o ,a�46iLttlp�r� % 1..BM/fp750 r 4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. lo W ,�t E ano Qoovn N8 �o'x a V _oo LL w d � � 7 � in Carr ' LL w d No °' Y a cow" aw0 Z �-0rn � o o H w W 0 op Z ca No -'° N M z 0 O U _ W OU Z 130� W M o � n \i/ J — M N � U o LL � cn .O Ld t Cl rN^ may. N Jum U I zIJ off w J pEp L U = i N U o °h < t N Cn14 o w M mZ z J U_ ce E � � of � � z® 14 E S (a H mo UO "u C O E N � o< az aQ of az �W v <o m:i oo in o o' g Z d1 ¢ oa go CL "� anw C) �� Y ¢ of sO o n 0 ® _ ME > Lo ni [O W L � >0 U Ln C Q O �1 U O 0 m i" C O r__ �...i E r � p C� r r 1 � 0-)N E M N o z ca Zcc O FL 0 U � JOB NO: 21-2031 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and fisted in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE5W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET piiip HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH j3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN �O EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) IEBP PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT IM ELECTRIC METER _Ia ELECTRIC PANEL JJ DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �A IL� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN C$ (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANELCENTER NEMA 1 150 AMP/ 200 AMP n 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND DisconnL#4GROUNDING POWER CO. FEED INTERSYSTEM Bare Cu Ground BONDING o WIRE TERMINATION PER 71 WITH CODE APPROVE NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 11 I I 1`2 VTR u I I I IA I W I 3 0 wi ACNE ANS N A. / I I I I I n 3 4It I c/o To M qIN NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER ENTRY VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: %4'=1'-0" 't N 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H CCD W E M3 00 N� LQN N 9 2 J E J LL 0 'D :5 00 N rprr-'2 * it-W -Jw a 4 C N � uJ� 3 a ' vi YYn a s Z 13 W lt 0o C j '�N(U L O J Wing6'"' Z co N N M Z J n K N v_j ZpV co W ❑00 Hal N M o g z N z o � r V) , M W V O LLl U 4 L o IN N wWINm 3 I L = c5 N II U 0 to 0 ¢ 0 of co coS z2 Z Q U <® 14 E J WO on R o U Zd C:) i a ao ao O Z a wz o to G � .0 U m� O Z oz Z J m Q W � rn . I ao o¢ E rn w W <o LL � o az w =3 >O Mi �V z¢ d 0 C O ;n >� rn m 0 0 0 O \� �' Q X > 0 CLO V !OR V f" coo �..� E r co p r .J� � r E CV M o z ca Z � E 0 y 0 E U J Q 0 J JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 4 I i�.. !T 1.-_ I. fteit �__m r. N'MRt. a . ....•..,....w..,...,���,.L���.,� b.w.�+��.�w•wrurw�ruauwrkuewruiruiu�a�uir�• ni wl LLY isuu�I��i,14r�W�YYWU,YYuYlJ1111iI�JN9�Ylilli� ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQINof SQIN. of Ventilators ventilation soffit ventilation vented t d b prove d id . . Ventilation . Ventilation (See Elev ) re required q needed required soffit by upper needed ventilators Main 19 2 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4'=1'-0" I Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) c� 0 N 1 �fl t N O kCNv ri • V t+h;• P� � it ND r: IS w 4!4 r•,y-� 4 1w 4C, 40 1 d� J ` �} To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q v E o co g ca st N N N Q r -1LL W J a- H! � Q cnr-- 1-�'R - w N O EL — wa 0 JLLLL u O Z _ m C I_ O — _r_ ° (I C) -:5'CNto U O J Ca a W z CL IL ��OjO' d ¢ 00 d N M z Of SQ 0 O U C¢J � N Z WIR DO❑ � N O O Z z o_ n Ln z �O W � OLU U0 o c N U W m pE o•... w N ¢ to, N - 44 O w Mw M z ¢ J c zot' g �P ppU WX I a I 2O V o¢ U O, C> E Nro It p ¢ 0 z � CO C Y U W. E 0 Z N J tim ¢ ° z '¢W cn 3 o�d z z 30 W Q_ w LL a N W =� CZ)wa < �00 CD co a x C O O 1 V) > Lo ^ V N N ca ca 0 L Al W 1` 0 O 0 •' r� Q > O r1 o (j l� m O �..../ N E r co o d7 Z r NLO r E E M o z m z E E 10 N c c° E o U J _0 is Q ❑ (1)a JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 5 c c d 5'-2$" 5-1" 1.1 WEfli 3'-0" TYP L H.B. 9 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. '• CV O r INDICATES FILLED CELL w/ 3000 PROVIDE /2 x 9" o T I PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR d `fi 31/2" SLOPE `7 ;r, STEPS BEAM W/ (1) #5 REBAR VERT io TOP OF CONC,/ PAVER TO BE 4" ( 10 E REQUIRED I ABOVE SLAB TYP @ ALL 0. I PLACES SHOWN HOOKED FTG. iD BELOW FIN. FLR. I 2'-0" 4'-0" 2'-Q" 6'-0" PER FIELD CONDITIONS _ ( ®0'-0" DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ _ J 11 1 �Rtn r — : TYP PROVIDE 1 Y2" RECESS I FOR SGD. REFER TO HVAC CHASE AHU , N o_ L S3 MASON'S SLOPE FOR I ,^n ' WIDTH r BASED ON I; ; 2'-6" x 2'-6" x 1'-O" I LOCATION i W.H.( ) : ; W/ 3 #5'S E.W. I; (2) #5 REBAR I 3 1/2" I s <' gg— VERTICALS w/ in FILLED CELL L_ I 37'-52' 21'-24" 5'.4" 3'4" 7'-8" I I 2'-1" -3112" SLOPE I 7 4-01, ; I G :: OPT. D o S3 T —;- -i- - J -ram ------ v I - - - - - - N II L===—=----_-- --__., rCHASE TO oEDGEOFSLA62".• : BEYOND WALL KITCHEN ISLAN I I I 1 ISLAND WALLS I I I :� S32'-6"x2'-6"x1'- :.LOW D.W.IIIW/3-#5E.W. LL—__— ICJ I K SINK wl DISP I ; Z� I It O S3 I o : 23'-11" 2'-10" 4'-143" (2) #5 REBAR A S3 : CJ { ° K VERTICALS w/ in j j I' S3 FILLED CELL r 00 iv I bo .. I .. .... ............. cn C? Ala � % 13'-54' I 7'-2" ) t G ....... �ioo 1 Zv eo i G 3-1/2" MIN 2500 PSI CONC 0'-0" ( "AI SLAB OVER 6 MIL VISQUEEN ; i�AJ11 I VAPOR BARRIER PSI CONC. SLAB FOR I : 91 i (3000 { t C-.;) HERNANDO COUNTY ONLY) 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. I a? 0 ■ . • • . . . . . • . . • . . . . . . • . . . . . . . . . .: ..... . . . . . • . • . . . . .. �• • • •� • • • .:. « ■. . • • « .�•. « ■. • • • .. • • • �. . • • . • • . • • ■ W... on M -10" L 4'-8" L 4'-8" 1. 5'-2" -1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN.— FOUNDATION PLAN Wz Vi J d CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N,O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N O N m N <<� P LEVI/(0kk �vj.'o p�7g7 !r: 'CL- o 'ION a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fA W IC E O M N r ik U N cS, `° I Cam- N # Lt W ffi m ov LL °- Y Q 00 0 MLLL d W Z m ° ��i='� o c O u, N CO W' � J W W og�- mQ � ��a�� Z ILL 00 N � Z a� 0 Zp (Qj cai vvi W N z � N v� z � � J — cov) � M Z c ( (D(uVJ (,i o Cn W 0 c N us& >� Rig U ! — U) W J — � 8 z� U o °� o ¢ N O o W Mz o z U a E w� W, � ry z® oa t— 6 _ O E X a0, 0 O° o °Q O � O °a z0 az ww L (6 ¢ O U m O O¢ Z z _ C �% J N m ¢' , Q W �z �n -1 z 0 2 CL_ U u j0 NW ,� 00 oLL � � o� a° ° V' zI¢ U 3 �O O = L O2) N (0 � U Ln .? > N ('�' 2 p O m O O �✓ W04 T co OLO O7 r = E E N M Z Z E Oth m FL E U � Q Lj -i JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 6 ? .a ... .� .. ,._ .�_. .,. __ .... :. _,,. ... ,yrt_.. - ... , . .. ... .. ..:.... � _a. ., ,.... ., -.s _.. .,.. , ,...: � ........ rR,..i....�.e,-e«'a�c. � .z..�. n5 .. 1 ,. ., .. ^. �,a�:i•�Tat ,.: � �.. . , u.. .k .._ .,.. ..., a., .:. .. � v .. •. s k ss ,..._ � _, .a ..,...� . ,... - ... .,. .. - ..., ..... .. .... ... _ RSH ENCLADD OSUUCTIONIS IN WIND PRESSURES AND FORM AN ROOFOHEIGGHT 5 25 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH iXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft �" AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78,58 ------ c----------- I `� n I ' ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.G. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ' ^r ' I ® ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j I I I ROOF SHEATHING: (D SHINGLE: 7/s' EXP. 1 (2Y,$) or I%z" EXP. 1 (3�/16) � I© TILE: 1 32' EXP. 1 (33'16) I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 19/32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS jca 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ft ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:12]-[20 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 112" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 1 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HU826 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-112" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" 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 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-112" * 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 1480 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 (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 /f 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 64' ON A HORIZONTAL PROJECTION. 2 2 PLY CARRIER x CONT LEDGER NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" No N N 0 ,'*Aatsasa�sa�pd��� L E.... Wko oisi o, 00 �. � . N�F'••S''F'ee '�otj�.���L' / ' 78i5 t • 4, 'ar "'P` i�'"• �- �� eta A`�'" ��"� Tot best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � W v E co O ,0 N c�p N 07 # J N 6' C � J LL .2 2 20 U)* L. w u) a 0 rr-�- w rn 0) No wL a a 0 ri U- a. K o 13 _ Z r6�v O =°o ot'-w W 0�mrn Q a Z 00 '0 M9 Z WLnO IL ODUsvv Zi W ❑❑❑ N th O p Z Z � Q � J N M V) z M _ Q) 0 a d m •j�� U 0 LLj g wa 0 Rig W J _ d U o Z Q o N OJ cfl Cl) M M z2 OS z Z Q L.L. zo �� YC ¢N Q z M8 z® ❑ a UO (O t— _ x U aF .0 0 oQ cbE N L z �o o a z rw o rp C �� Y m� o OZW z - C J wm rz Zz �n <1 Z0 V anw QO a F- Jw ='0 MIA CDw co , >° a mot' z¢T0� O � O 2 > U-) o 0 L � 0 C)O U L) .> > N .-. Q r Y o C) m � o E rqzt _ cc M r = O 0 N s— IUD E C,)0 c N C z E C) cc ca ca a o U _j Q p JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. 7 i� GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17 4' and longer with a nominal height of 8" meet or exceed 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 lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS lull LIR111 NUA C) 0) (E) (J�) a 81`44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 11B/iT FORM & GROUT SOLID t.: Lu (V ¢ T rU O #5 BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE = N.T.S. 00 ME on E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6 F 16- B/ 1 T U a ib m tNOMINA QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR MIN..(1)REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL ° !d1 d � d #5 REBAR AT TOP s ° w d° d MIN.(1)REQ'D 4 1-1/2" CLEAR 2 Q ° o Z ° GROUT D ° n J y Cn m ° 4 C.M.U. d 5 REBAR AT tQ- = -NUn w - 4 ° BOTTOM OF � Cn z W W ° LINTEL CAVITY O c~n Lu Z ' -BOTTOM 0 0'00 Z " REINFORCING a ¢ c7 "- - 7-5/8"ACTUAL PROVIDED IN Z 0 u> 5 p p 5 REBAR AT BOTTC 8" NOMINAL WIDTH LINTEL d =' a m M • �o �, �o AS INDICATED (VARIES) no. C~n MATERIALS c precast rntels = 3500 psi. 2. fc prestressed lintels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION Qa ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 6-10" LL O O 4'-6" LL 4'-6" LL O 6'-6" LL OE MIN. 174" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: %4'=1'-0" AI N O 0 P. , ........ w fy '^ y $ffil! To the best of the Engineer s knowledge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E C o� N� ti N .J 0 0 W �n�v°tix w a W No LL a - � o Z _ L M O O t- lL m N o O W to ¢ Z d a N iNj Z tr rn O ML Z p U U 0 W Q z N Q N 0 00IRZ o°Do z tidd J IZ � N co z �l�^r!^ti'� W 6 w m 0 a U O (!) o C N r- in tlOG f6 U � w J r- - E _ i 0 m �® • C ¢ uoi o em a w M Z O Z U_ LL Z !0 g zo ¢ � o 7dN E U tC6 tQ ¢� M o 00 Z -_ C O G N � nF Qz o o OQ wz �� L fdS ¢o mZ � O _ c o� U y� z ,' oZ Z J a ° QW Z z Cn aCni 'S !Z 0 g° a NW W C) a mZo =3 ° 0 o O CDV wa w �o aF zld o =O = to > Lo O T TM o N .> > Q Y 2 O o O to o N T (d 0O 2 O M M IN M i6 o z Z E Oca _ _ a U � Q p � JOB NO: 21-2031 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 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE T STEEL. I I THE CONTRACTOR'S REP IBILITY T VERIFY TH P 0 T SSONS 0 RI E 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 VERTICALLYABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8, TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. 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 DOWNWARDAT 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-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 W1 CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.15. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS : 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2• Condensate and roof downspouts shall discharge at least V-0" away from the building side walls, 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc„ shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 C ncretxe overp&r and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within 1'4' of the structure sidewalIs. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +1- 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 SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING, NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N CID N o R�e31Aa8iff;'l� 4EV4J' t�I c..-, , 87 50 f y -M • cc /� • i W .� ot .��°i ,S-S' P 0 0 1;1111111�i; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N F a C) o co E O M8 �crp N N a) N # J w 0 5 �, 00 'n Xk LL w bVv 0) n a w n. M v LL °- �c vi m 0 0 z :�. -. "' I W -,1C8 o ~ w m a a Z LL IL °'°' ¢ a N M Z K rn O Z O U U W ISO❑ z N O o z Z n ¢ a J 0_ N N z Q� o a- J N 0 I^ V V , w a C N oilc U w � 8 x� 1111111111111111L C) c `�' ¢ m14 t o to w M. z o Z � ;z E E o sLL 2 Ze c C7 M8 a , =° 0 < Z N ro L ¢ O wo Q W Z ,Q c O m O of z, Z a) m <� ¢ w zo � a� o9 w Z go a �w W AC) �� CD d w ¢¢ z�3 a 0 c C:)= 0 >Lo O rn m 0 W C:)> U LO > N Y O O �1 0 0 (0 O I� W r co �p 2 04 1- = O rn T_ N r E c N M Z 03 c ' E Q E `� `� -a M m c a- .. 0_j Q o c JOB NO : 21-2031 SCALE : AS NOTED SHEET NO. SN ��i3vf.�...... ... _. ...... .....,_a._.._ .-�..�r.•i �. -.,.., _�..... ,.....U�_r�CSf�y�.L�.:'�n,� ..'e�S.�t,.•'St���... � _ _ �.. ._3lMld1�6�nr4al'�.r......t... _. 5..... I .-a,.. ..... ._ <rw,.�.r.�,.a..vetae�a:er..arr.car=dt'�Ow1, •_. _...e.. >._ •. .. _ _ ,.... � _.-.,..,�,.�.....�.�-.e.-.-,....-.-.�..._...............__.-.-.,., ....... .. _ ...-.- _..... __. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8l1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5!8" or 3/4" wood panel 1-1l8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5!8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking- 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 118" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below." consideration. Check local building 1l16 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" a - STUB -OUT FOR 0 o o LO GAS METER -1 0 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2„ X 10„ @ 16„ O.C. 16-5„ (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Ise 3" (10rt1 nails nt 6" n.r.. Q'/ Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. 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 CONT. #5 BAR --� FILL CELL STD. 90° HOOK BOND BEAM w STD.90° >I HOOK BOND BEAM STEP CONT. #5 BAR — #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ I NT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small gap 2" max. 4 max. 4 Clinch nails when possible 1 Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls :- for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over — blocking and wall or beam below." When joists meet over wall, provide (< 1-1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.— Ile 6„ A 1%" ROUND HOLE MAY 6"" 6"" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN *2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 8 1-0 1'-1" j' 1' 1, 3" 1'-3�' {'-i 1'- i i" 2-4" 2-9 321 -r ° Any 16'Joist 12 1-0" 1'_1". 1, 2,. 1'-71 1' ' 1'-9' 2-4' 2-11 " 5-7," 4-2' 4,-94. 514, 16 1,p," 1- 1,. 1,-c' 1' 1'-7 " 2 3'-ii3'" 4'.'" ' 7,° Ci' 4,` t 2," 20 'C-U' 1, ;1". 1' 2. 1 Z' 2 U' 3-U' 49' 4-19' 6-11" 6-11" 7'11" 24 1'-0'° 1'-1" 1'2" 1'-T' 2'-6° 3-7- 4-9' S IA" 7" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 Z" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" (1 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ '4. SEE PLAN FOR °• ° . • . FOUNDATION INFO 4 a a' STEM FOUNDATION GRADE A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2' ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE 4 a , ,I i��l I .4. II—1 PLUMBING LINE PVC OR SCH40 SLEEVE Q 0 •. tt 4 4. I 0— � �. SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / r-- PLUMBINGLINE 4 L ZC.0 � \• ' 4, . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF 4 4 4a G 4 e44.c �TTO— Q —��� .a SEE FND. PLN. SIZE & REINF. CV 0 CV CD, CD,4 s `°�1�LEl�V��,��t K A pis ee� � r�•� , .. , . •'Ot•L v �;� PErS7ofl ••-k �� UJ �rf 0 IR #.¢ O Iv P,\, . �o F To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 1� o8 R 12sk U N F L� C to n C u°'i ;t It w rnF- r�-•a Ewa N o — � a J U_ a 0 CullW — 6 W � Y O W Lc @ O 0 W j N N X O � 02pjO' Z LL ¢Qa a 3 N m Z W D 0 O0 U=)0 ❑[]❑ V M z N o g Z N z fz J to N c� 3 (D = _ 0 LU o C N `13 (13 U m $ _ 1 d U o N ° ¢ °° N m 1.4-102 o w M M a g z � J Q E o Wz Zo a Z® oa d E a¢ 00 DU U� N i wo aZ ¢w .0-. - c z �m W mo oz > zY J �� z �w CD`w OG 50 a Q SSS a� w� <o �w _ J W S F IIIllllllllll■ o v z¢ a ° O = >Ln O CD 2 (D Q o U p O o 0 CD C m o r11_ M o O� = N r = O r LO N r (� CM o W z � E O �; 1 - c coE EL 0 U J a7 ffpp Q q J JOB NO : 21-2031 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & _\7;� v 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM =J=1 I �I I -I °' D I =1(1=1 I 1=1 (_ C) ° 'D7158-CLASS G or H, or ASTMD3161-CLASS /Wi F, IN ) ICI I I I [=1 ° - I' "1=1 12 ACCORDANCE w/ TABLE II 11=1 I I=1 l=1 11=1 11=1 11=1 I I -I 1=� {TYP,) - VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) '-1 I I I I=1 11=1 1=1 I III=) I III -I I -I I �� II IIIT) III I I I It I I,�I II 11- I 1 8 RESIDENTIAL INSULArIlON LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G 5/8" OR 1/2" HIGHS' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER --� CHART ON FLOOR / PLAN / 1x2 P.T. HORIZONTAL NAILER STD. 99HOOK (SEE DETAIL ELEV. VARIES SEE TYP. WALL SECTION -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6116 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE D it - OP r 6 MIL VAPOR D I I- �0 z BARRIER P �f p 9 N '- COMP. SOIL. ° (COMPACTED TO 95% TfI I III I fI 11=1 I T MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" (1 STORY) CHAIRS TYP, STD. 90 HOOK SEE 4„ 1'-8" (2 STORY) U.N.O.O DETAIL) ) TYPICAL WALL SECTION (�A SCALE: 3/4" =1'-0" S3 SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 314"=V-0" 2x S.P.F. STUDS @ 16" O.C, 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS T 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL ° p o FOOTING MONO SHOWN00 FOR CLARITY p p o ° D ° I-III=1 I I -III -III -III � III i-III-III III III- z 0 0 ° NOTE: a ° D D -I III -III III =1 1- N *FOR BEARING WALL -III -I I=III-III-III=III=III-' W/ UPLIFT ONLY I I I=1 f 1=1 I I -III -III, I I I=1 I I-i 11=1 11=1 11=1 11=1 -i I I-1 I I -I 11=1 11=t i 1=1 11=1 11=1 11=1 11=1 11=1 11=1 '-I-I 11=1 11=1 11=1 11=1 � �- 11=111=1 11-1' I_i l f:=l I I I I I I I I ;III 1=1 FRAME WALL TO C.M.U. WALL CONNECTION 1=1 1=Ili- rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE O I — — � — � •.° 'II"'� — — — : r — — _ II #5 REBAR w/ OPT. ' I ICI I 111 I I I I I-- I I=SCREEN ENCLOSURE OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z =M N M T I I-1I I '. 4" 0? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) 1 V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. SCALE: 3/4"=l'-0" BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .: D p D N M �F[—F ITI-1 6 MIL VAPOR BARRIER I I I R n ° I D 'I LII COMP. SOIL. (COMPACTED TO - J D ° 95% MODIFIED PROCTOR ASTM(_� I i�-Z D1557) 1 I'T� rEt rl � r 3/8" MORTAR BETWEEN SLAB & BLOCK CI cv n,n„ �,fON StiCUP��y 2x STUDS @ 16" 0/C 10 oxs INSULATION PER FBC AND ENERGY coN FORM SUBMITTED WITH PERMIT APPLICATION NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR � BOLTS 6" MAX FROM LU END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D z #3 & #4 LAP SPLICE GRADE 40 MIN, Fy=40ksi a a FINISH GRADE °� GRADE 60 MIN. F = 60ksi [ yI 25"MIN. LAP [30"MIN. LAP] U)re CL Q -I I �I I I ooxxA' JLU J! ' I rl o' -' �I I1=� _ Z #5 REINFORCING BAR R 1 7/8 =11111i �r j T #5 LAP SPLICE 4" 1 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALA� — A INTERIOR a d -31 /2 n e. 40 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d n 00 E T N Ti-I i 1= I — M 6 MIL VAPOR =_-7,_ BARRIER —1 n 4�J INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 ' WWF OR FIBERMESH c, a 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR. DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR ,-6 (2) HTS20 w 2x4 P.T. PLATE 7116" o.s.r3. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR.,,-6 IV v M SEE ROOF PLAN (2) #5 CONT. ON 3" CHAIRS 8" (TYP.) FOR TRUSS CONNECTION INFO; & LAYOUT DESIGN SEE ROOF PLAN - FOR STRUCTURAL BEAM SIZE & N ' CONNECTION INFO co 2x4 #2 SYP P.T. FRAMING w/ V-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH C, d I I -I I lTf o I I 1TI=TT I TI=, r A TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" 33 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a .4 A ° r 4' E MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -� =r1-' g ATTACHED PER NAILING FOR REINF. INFO. - SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SEE PLAN FOR STRUCTURAL SLAB INFORMATION, COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS ED S.G.D. M SCALE:314"=V-0" \ S3 / SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS MASONRY WALL AND AT 8" O.C. PAD FOOTING TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS 7 TO FOUNDATION PAD _ SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 009 GRADE- FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT)LU °•=1I III=1 =_' Z_ _ �-1�1-I -1�1 ICI ICI -ICI W a ut o I -I I I_ I I I=1 I 11= z BRICK PAVERS or SLAB PER p o _ _I 11-1 ! • °•11 III— - z COMMUNITY SPECS L` U — _II II11 I1 1 PAD REINFORCEMENT (SEE SCHEDULE) PATIO COL 1=I=I "'tea I I=1 1=1 1=1 I =1 1=1 I _- FOOTING =1 I I -III -III -III III-Ili=1 11- L) I1 1I1i-TllEEIIl 1I =111-1II BEYOND 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE UMN FTG. DETAIL rN SCALE: N.T.S. S3 i ci CD CN ;e�aaa�lr.rsare C14 A• S d dt 0Qkv ,qqq'�! � •'�C' N F•'•••'7f��.� CC t€1 of Z °.r"'°•:mac qu'��a'�a�;.'' a dddd�P1� x'` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ti v EEQ 4 O `� N v � .J 0 W M W a- cAtir' Nco LLa— Z _a.- 0 °, 3-:w0 o C) 1% s 'co cv co x O W 0) Tom' ¢ a W a Z co z N ClN O UU) Lw U U ❑❑❑ N O O o � N � o M N 'a v o v LU o O04 �N v r _ E RigL O lam. N U o °� Q o ®® N Ol o W M z�J � � LL_ E wo E OV (— �O X U Oa UO U _ C O E N oe ap ao o� az � Q% L � ❑ irw m� � _ z Y U o O T Z J N m ° Q W z z (n ✓� ¢ o� C0 gz FH a= O L >Ix a O UV 7i 0 N > Lo LL O rn m (� (CCD L � N v > LO > N Q 0 0 ° m I— 0 ice' ^r\\ T (i3 Q _ C14 �— CD 0 Lr) r LO o' N E ce) E o z m z :3iri v, E y a 0 -1 Q 4 JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/81, 8" TOEEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 - SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 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 - L./ � 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE L—ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING ❑ EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. �S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° a 4 a 8" STD. 90 HOOK 811 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6' 0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL IE NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 41 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J T l.t-I T O 1 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. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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. ISFF � o� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET LJVVI l 111l1V 1\ 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. 54 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 (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' ,16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� 4R 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 rQ SCALE: N.T.S. SL� SE SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS F,@EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE FEQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR RE1NF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 /,� NAILS TOTAL) EA. SIDE OF . 48., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. "4 F= 2240 LBS SIMPSON (—C-) l P.T. ATE SIMPSON SP4 —f C �uvlr�uly �r4 SP2 SIMPSON SIMPSON SPi SIMPSON- SP4 10c ST �o M, M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 a a 2X8 P.T. BOTTOM P TE SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON — SP1 SIMPSON / SP4 i TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) 3 (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT C ROOF TRUSS ABOVE T 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SIMPSON FOR 2x8 WALL) . SIMPSON SP2 w/ (12 10d NAILS MASONRY- -SHEATHING SP4 . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY (R� SCALE: N.T.S. 0 CV %0%J111111111o 00%%% Q, LE W'� Old e i ,,G[ S w. All1,4 , e a : 50 o :� 10 v 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 Engines s signature and seal. N � W av E m o o `° o N N N O) & J 1fi v G w 01 cnr--t`� Ewa fA No " CL �[ a vi cn u- a w !r� u_ C @ � IA Z O Z 0 L 0 H � LU 'Ft N � O 113 a 7• tLW N MZ We O Z O C U y W z N M o g z z a ¢ y J N � z Q) 0 0 c CQ w m a U 1.,., o '2 N U 1„ aimt- - E — 2 8 610 U o M c co � im o o � W 1! M g Z J r_ Z O oo y N 44 E° <_co n® �' t--- E m X o o¢ OU °� O N az ¢o ¢¢ az ww J L _ 6 O OY U N m a u) '� O E m Q w z z Q E. � go a N W W �o N 2 2 ow o� o 3 0 O = > Lo O rn 2 E (D L O U LO Y O CD O L.L o 0 (0 m r �..i T c0 C) = 04 ,-- M C10 O rn Ln r= Ln N r M o z E O cn ca U Q q JOB NO : 21-2031 SCALE : AS NOTED SHEET NO. S4 � nI III ,.I, I I , il. .. ..II ,.. i. t•'!f:' ,L,.91 I ' SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �\\ 45"± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'4' 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD ]i TRUSS NAILS @ 6" O.C. EDGES .GABLE 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD7 EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND fa NAILING SCHEDULE FOR SHEATHING L DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)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 (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA, AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. S{LL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. 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)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB TI SECTION 1 TRUSS X) w/ MIN. 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP r `" SEE STRUCTURAL CHORD BLOCKING N _ NOTES AND NAILING INFORMATION `D 00 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES - _ 1/ (2} 16d NAILS CO 00 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF . RIDGE FASTENED AT EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (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 (2)16d NAILS 2X4 BLOCKING @ 24" " " _ " (D = 0.148 , L = 3)" _ OR EQUAL (D - 0.207 , L - 41/2) OR EQUAL (D = 0.207 , L = 41/2)" FIRST4 OR EQUAL ()ROWS OF It 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 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 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 "T" 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" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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. E ES AND 12" O.C. FIELD 14CJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 0/C (2)12d TOENAILS NON -LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING ' D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"="-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT .,�I..I,.�.,. �.,...,........ �.., 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6.9 MAX. S5 GABLE TRUSS 12" ISH SCHEDULE tTTACHMENT 2 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 ("I0 SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 • e ° n II ° ° a . � I l V ° l d° d < nl�m \ ° 1� . °. ° II d d. ° � ° • ° � _° s ,. °II d °d VI • a ° I) n ° ' Ila da^ CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S5 8d @ 6"O/C \ninon ^rn� Innrn 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ /\Ali -- z w .,BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C `MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. q11,11 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2x4 BRACING @48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)10d AT PRE-ENGINEERED 6" OVERLAP (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAYBE WOOD TRUSSES AT LEAST TWO TRUSS SPACES STUD NO SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING N t `-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) JlrJ�� 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS^' ^ -VVIV I. DG/'1rSIIVl7 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 51MF1SUN SF12 W1 (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N 0 N N 0 ,ataatttilttatrr o<�°��P LEtiVK��,f O �.� • (] •� f J V • 7i �u •.•0 \�••\�^ems ri.`..` `• e • rj�1 t i00�! �t j ifr 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. as 0 ^ IW- o O c0 f� 3h 0 N 0 C: J <L -�--.� � W U) aajrNic rntitiL W a (L Y ju- l_ a- W z r� ° Wo0 w �O¢��¢ < W Z co d a Wrap N cNiZ ZOU ❑ ❑ ❑ W z N O z �o z o J N V O ij— N O —� ,., Q (J J �U-) Ly N allW U g J — E m � wI = w v o in-_ "I ¢ N A 14 C::,�W M i ¢ Z I? E O _. g W O z �N '@ oa Co F^ R0 oa Do °a z N 9�_ < z .0 �o � Z �H _ yg m� o z� zH a�i a° ¢w zz tn'� CD 3 0 go W LL a �z ¢0 4 = C:)a �w ;o toa zzIa 0 c O = 6 0 ca L Al W � 0 O O '� ^ 0 o v I— m O �../ r d. r 2 0') p M (0 �(") rn E 'EM N o z Z E E (D � C 0-U —1 Q JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. S5 "I"'I IIR1eIA11M_I, n .y .. :I{ ., t P DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ( TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN, APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2 EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN, 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 1x4 *2"DGE @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45 DIAGONAL BRACE(S) (4)10d NAILS INTO 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR --I INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN"'. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S,B, ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. 11 SS SECTION A -A 8" 1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ----2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA, SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX, $ FILL SOLID BOTH CELLS #5 REB) (TYP,) STD. 90' HOOK (l rx +5� NOTCH WEB AT FIRST 2 COURSE UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4W WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE /ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i e / NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT, 1/4' EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS,) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW, MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY— / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W,W,M, AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" D ' k° ITI—ANT ;I I IT,TI f- I- D . D — II TI=III-= III I�� GRADE—tir- °. A M Q ' z CV � • D NIS \ ° P (2) #5 REBAR. MIN. 3" 16" MIN. or COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO �R ` ' AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD 0•G., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d YP.) ` FACE NAILS 1 d TRUSS CHORD, VERT. WEB — METAL SEAT PLATE NOTE: F_,40� LAP SHEATHING TO ' BOTTOM OF BAND JOIST TYPICAL ' +2" NOTC N FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1l4x1 1/2"SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" THE ' e ` TITEN INTO K.O. BLOCK :S FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N,T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S, SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE r-- 2x SUB FASCIA ' CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SFO1 SCALE: 3/4"= V-0" (**) FOR SOFFITS V-4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + + CFNC'rN PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL —// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CFF CI-IFFT fly amn SIMPSON HTT4 w/ (18)10d x 1 112" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 LL 0 W v U) FILL 1st 4 COURSES SOLID W/GROUT e a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° er' • d' OVERHAN a. d RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. INISH ° ... • I Y °I A #5 BAR �p 101, • 0. ° CENTERED W/ ' 4 '190,H IN TOP o n a ' KNOCKOUT/ N CHAIR BLOCK MONO FOOTING ' p SIZE AND REINF. PER PLAN � °, p° AND SECTION DETAILS -I CLEAN FILL .e A. ° v DIRT �' z g A. ° STANDARD o e 9C` HOOK cv #5 BAR IN FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6 EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL im ur._cf ui ^�Kln SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N O CV O N 0 LF_WKO °1fi sE' • sf,'•,� P •EC s • P 0 N1 Il a ", 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. I. QO t Lo o E r M N- oo Q04 O N -I c? # u W = Y) �N a Y ti LL n Z 0 _ -0 , 0S N . � � O "q ,a :5 "1 LL LO M Z cn O a N 0IM UU3vi Z W ❑a I z N o o z � QNQ z o Q Q vi ti N z w LL 3 IL O „. �L•� �N d 00 U c IJJ J 8. al = L U o w m N m W M M J z � Z ¢ I.t- Q E o E oI wj <s Z® oa U (o ¢o o¢ 000 oU o< O E ¢z dZ M C o ozZ J " m o� Q W Im s �¢ to ; o dZ U ¢o x �G o w< x �o x co V zl¢ o- j 3 0 c Q to = > Lo ON (� 0 L � o C) (1) C1114 Q � Y o C 0 c (0 o E ,-- r CO p 2 N T— Lo N M CNI o z z E O N N cc ILC.) -�.I 6 Q 0 r_ J JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014CONMAY B FRAMED RIDGE M TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED (T RUSS BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHENIT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vrr �- vu ­1 r r I ♦- rvw TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT, AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4-- 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 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.G. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES — 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ If 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 o• °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY s 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 a@ RAISED ENTRY 2 MASONRY WALL r4 SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT. � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22'�� SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM, SCHEDULE/PLAN OPTION C �-� BM. SPLICE OVER CENTER OF POST SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON ° HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN H (24) 10d x 1 1/2" NAILS @ 4'-0"O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 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 g SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS & PLYWOOD FLOORING FLOOR G.T. SEE PLAN SECTIONS 0 N m tj%j11116Fjjjl �',........ etis or 41sm sit To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to C. I-- 4 co o O co N xk V (a 0 2 j 00 a)# u- M LL a. 0- U-d Y a ca a Z 13 �_ �0 1=a-4 Otll W MN 0 W D U5 ¢Qa Z CL MV cc N M z O Z =) p U J� W aoo z N M o z N z o � Q J V) N z a Q)a) C9 0 4 N LU U � O w g Ln C N Rig U L J E = s y @ j PP U O N C U) co Q N o, C M z F o� z 8 zo oo aR o E v <= z® o0 O E a< ap a< aZ Q .O L C � C O m 0 0o OLL J =� .2 aw �m own ao °� �w W U ao H 3 Iw 2� CO a r_ S '3 CI ¢ C � O = > Lo C 0 L i✓ 0 O �> CD '~ > O L C)Q 0 m t� O T t— co �\ C� `Cco = N r _3 CD LO r 1: IO 8 N r E � (� M o Z z ® N c cc d E U J Q a) JOB NO : 21-2031 SCALE : AS NOTED SHEET NO. D 1 O THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ' MASONRY WINDOW BUCK e 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE 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 Tc WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE 'V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 0602 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING ° DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER dE BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 2 8 M r LI'1J1111\V I �-�"IVI IIIYu /J SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN V-4" 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 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z d W 11 W W U W W 0 U) 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 All yI 15411IOL1 RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la :LF-ADHERED FLASHING ,TCH HERED FLASHING 2 I4 5 1 PLASTER STOP CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, _-=11 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 Al 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 SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied pp g' y g y g pp FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEDTO EXPOSE )HESIVEAS SHOW contraction, ASTMC1281, 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH (. WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR rl BARRIER 3-1/2" INCH FLANGE II I 41 THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all CV 0 CV cfl CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Ion W F a O M E 8 " cc N ON 5 N a cp�r"�2 m v 33 -J w u; a Q U_ U_ W 5 O Z L iy� Y. N 0 'F1 N (0 0 W m Occ J W 5 cn�6j6' Z ILa N MZ Xa70 6 V U y Z W ❑DO N t�Q 0 0 o z ¢¢N Z o Q Q �? J - r /� �/ ) z �O (D0 0 v u- 4--J C r6 W � U QLU o to c 1- ..Y.■V) n U 6 Il Nis F- J E L8 U o Q � N m �� co w co M Z O ZZ Q ce E 2 os y N <� 0 V �z ¢o Z® oa U0 CZ f C XO oa BOO O E CJ apZ ¢arzW ..O-. rp Cn C o OE z - W -� mo rz Z �, 2 �w oo� = do N S Z W Q () �� < o a� _L r3: J r O O W.� ay v N°_o 3 0 O10 = Ln DC a e L � > U Ln a) N Y 2 O /Q I..V 0 0 C m C .... N E d. r cLa o C3) = CAI r .�M 1 r = � N r- IO M w � N M o Z Z E O co as n- E o U J a w Q 0 aa) J JOB NO: 21-2031 SCALE : AS NOTED SHEET NO. W P 41 N NOW(�'{�`� February 12 2021 N _ P U"a""T APPROVAL Sh P E LAO;` IF I"ATI00"N S H E E Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards m2g31 �ii '1 C: O LCU 20 { CD 1. Product Approval A Ikatlon Detail pp pp L iib/ Mounting Brackets ilo ��t raa As required b Florida Statute 553.842 and Florida Administrative Code 98-72 lease provide the information and approval numbers on the building components listed below if I • + - l p • pp p - - - , or � � Date Panel Lam Y-1- Corded Etrwneer &Lloaree Validated k aV lid tod Submittal MC.A,-yW � -•tom Y. � C6 a%1 /Ze x 4-1 tt2' x 2-12' 0 99 Revision 2020 Pn.m -7raCarparaii Stare "opersmi Lyndon F. Snhmidi, P.I_ Ryan J. King P.E. 0723P2tl20 OW12/2020 0726R020 10/13MN Approved cu A V � they will be utilized on the construction project for Mich you are applying fora Ca ago Y: Exe wDoos 50018437628 PE d3409 (8931767-8555 O O Extorter Door. Asircroo s siasparsalMthermatttLCO. sem, SUDCdagce � L -O 6 r { T" Qi '1+.i� 1. • Method! li Compliance inched EYaluatbn Report tame m Florida or Licensed File, L O Q } (May be. ty Wi 7 f Professloal Engineer O U ,. _ . ' Anchor Schiedu e Canoe o Sub+c�ite o Manutrao#�urer Product Description P Approval Numbers pj Test Pressures Ex . iitoy p Ft112047°.R3Adtlnets - C -- ca OUa11N ABSUrance. AD,gr_aY1q 10r Ube Approved 1DY U58 Imtmcl �:1Z o M o> 4 / �111.,na+cie�'t'll Ci.atig�) Fir l 7 ' +� EXTERIORDOORS !+ E T'ERI� R DOO S Product odei.Humbsror Name Product Description CDtmaeT Ei:pltallar Owe '§Qy:� R9 61 NVHZ Outside HVHZ �e�gi�lrt PrasSur•A 1 a. 11imaTru Fiber-Classlcsf Smooth -Star Nominal ii& ;88pull"Impacequot.Opaque IM112021 'Yes Yes Yes NIA: -- � � O solts Door /f1 U) (D " V'Fa/ ��{� I�-� �y,,� A. SWINGING 'a..'. N + yry Tit TrrmTru i �y .. �g�* p+ j�+� •, Smooth -Star F� erl�i+la3. '�1ienYA im4±th.IGir , b s t(NON-IMPACT)► � +� F.•.`1. �.1aa•: �° �"% -ill . psi +'� �. ji'�I �I I d.L L 2131 1 a:... CYI �35G� {In5apng1f9UdWny,Xcdifigaratllo _ .. ,: ,... .. 2. b; 7henna Tru.F�bar.Gasaic,end Smooth 5fer Narvnal 8$#39.8$uct,l ac& ot:0 sue-12711J2021 Yea Vea Yes NIA .e. 0- 0-CU CenWosi[e Edgs Fiberglass SinOa Daorwllh � citlellgralarsa4hg�Nawing:Xa.4XaYOX4 � � y� ThermaTru (IMPACT) # Fiber -Classic and mouth -Star (IMPACT) 1} fff FL2 +67. -67.0 sf p 1 J 1/ 21 tomilmd honsl J c Therms-Trn FbervClasaib and6moo[h-Star Nominal 01039,8 &qud;lrcy.+act&quol; Opaque 127312021 Yes Yes Yes WA ThermaTru Fiber -Classic and .month- tar (IMPACT) FL2 7`0 +80.0/-�3fl.� psi 12/ 11 21 CemPaaneE�eFlaMnW .gNeDoavrDhw wimrpt SMdtes 4lnsv}'ingrDL(SMing XX di #14 1Dff[liPttj i`e{r4t'3 vrnn9Dns roman 4 tl.The�aTNFher-�assicand ooa-a�r N�,dnae�3geFmeal-Sno.DkOpaque 12021 Yes Yes Yes NA Composite Edge Fibeglass Single Door (ensxdngro.1-ing-X Cmigur u..) B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 sf 12/31/2024 10-5/ 5 eThemv-Tru Filter-ClassicatVi Smooth -Star NaNnala&#38;O iWd;irrpadhgrok,Opaque 1213112021 Yes Yes Yes WA Composite Edgy Flbemgiaas Singe Door with - P T Series 5570 FL251, 4/ 14/2021 gaeiaa(a) nrxeirlgndswng, xD, DXw.OXO A/C lUdt Wnom Edge configDn[ronel - C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8�C7) FL8248.3 +31.01-35.0 12/31/2023 a iThe ore-TUFbo.Caaak and smDdnS ar Nod 88i1 0&gbd lmpad&quot Opaque 231202, Yes Yes Yes WA Edge � Strap Hurricane Shott tXXO (Typical.' in front) wku Sideltes;fh-nuglputswmg: XX or Ot �rhad6ensi 7 g. Theana; Tru Fi4sr-Classic and Smoot4-Star NaNna18$#�,88qua;hnpact8qupt 0lazad 12r312021 Yes Yes 'Yes N/A CompositeEdgeFila singleDoor Y Wa ne-Dalton 1 1 Series 8000/8100/8200 #1123 j1�" 5 FL 24�8.10 + 0.01-33.5 12/31/2023 UWathers emse, It site :. - �"y7y } +�,7j -- + C C Su '"'^"•�. r'rc�Crnss-JiJ : �� �r.1� D. METAL LOUVERED ED D L R G c 'tw/M Division '. AAD'63.. ) Inc Curries rueso , jai 7y 2 47 a d 8 S g �a of Doors V f 4, I1G f"7' f Cdn1 QI'r'1' Single P1GI�ra7' IW3 DAIWFrs & gi FL1 1 aa7' f , 1 �e��e NA +r"P'r'- n t s s ht) : 121112025 4 h. eana,Tru Rb uClaealc rd.. m Th. a qa S oothSfat Nd•Dtnef68#39.8'. oi�im d& uot:Gaeetl 84u.:. pa. q ,. i?f3912g?i 'Yes Yes :Yes WA.: F:w+ ly e(,_�;� Lh,,,,�� y.4. {�y �1Yi� 1IC �i,t4'Lt� MY.J' 5ei%Loeklrig Nlrt Edge rglas XO. elle OX 9idalilatsltlnsslrgy/OutsYdltg, %Q WM dr"O%D gu Li.��. pp �Ci,,: ddyr y� y E,7Ci,4 Brad(e, Y 6Vau 1" 014Self-DillingScreviPslbruBraCkets ' aai o nveirgOi 0 n Thema-TruFibar=Classreand smooth-sor Nominal e&a Asgdotjmp&n&q"'t Glazed. 12/3112021 Yee 'Yea "(.es N/A. Ga'nponte Edge Mhuji.. Double Do. With or w�outSiddltas(Insingirwts,.Ing,XXorOXX0 WINDOWS R rp�,�,,e� yy�� t- ,a y Unit y Side Vas.k Cie asrs Support Into A/4 vn:1. Obit( m Side 10 J. Tharr iu Finar•Classle and Smeorn-Star Marini 88#�,0 8goef Dnpact&quot:.Glazed iMI&021 Yes Ye. Yes N/A yg 1 r r} 7{ia7�: 3 each 9 or 41rrfCdriB um){4tsvJng/OutsNilm:X A. SINGLE HUNG MI Windows and Doors Series 185 FL174�99.2 +60.0/-�60.0 psi 1018/202 CnvP�e eFltergn�gndaoaer ecpAgurRHon) WJT It t 1 j 11 k:Therms-Tru Fber-Classic and Smooth -Star PlaNnal 8SA ,0 quot:knpett8(Not Glazed 125V021 Yes Yes -Yee NIA Composite Edge Flbs g ass gggye Doorwhh saaaNs)rIna + POT �ypy Series 5500 + FL239.2 N/A �p a �y 7/30/2025 P ' -�ju ameallati usiouty aima,am Pcoriat" VA -6 uU nr.alre Air.R+-- ylCostliest f grouts ln9; XO, OX or OXO configurations) 12 L Tnerma-Tru Fibu-C! ssIc and Smooth -gar NmYna 88#39 9"a;WlgxCt&quot Glazed IMI202:1 Yes 'Yes Yes WA Composite, EdgeFberglese Doi Darr wfth or •rvkh-tgodi(I-IngiiAdsMng; XX orOXXo B. HORIZONTAL SLIDER MI Windows and Doors Series 18.8- FL1,5351.1 +55.0/-55.0 psf 2/1+6/2 24 rl2 Y/��YTlf -Yli1 C. FIXED MI Windows and Doors Series 185 FL15 9.1 +60.01-50.0 psi 41312023 Nori6 #3 13 m Thant.-Tru Pober Classic and Smooth: -tiler Naand ae#39'8 igra;lmpatl8qud;,dpaque :12/392021 Yea Yes 'Yes WA Composite Edge Flhwgft sSingle -13 rwfth POT Series 5520 FL243.5 N/A 4130/2025 &qudNdn•li d (Insin.glOtltsvingXG.OXhr OX0 em8gumtlons) 'Yes 1n, Temru be-Cl-l-nd Sma8Nominal 68 ,8&qud;lmpi Opaque 121312021 Yes Yea N/A MULLION D. MULLION p MI Windows and D'oor.�. Series 5764 +� r9 FL15,357".2 d N/A r� s� p 3 j q 12/31P°Li,��4, Florida Department: of Business & Professional Regulation Page IVI CanriEdgeFibergssDouble Ooowith Sauot'NorlmpactsgUotadelkes(IhsetnglOutsipina; Building Codes and Standards 115r2D21 OXXG donrigumnonl 70 o7hertna'Tru FifiefClasslGand Snddth'-Star 11aT 1n 11#=0Fari1a,10pydRqubl Opaqud 12J31f1O21 N,eq �Nea Yogi NlA,. Goings$1#dIt.0bor aasanaleDogr•rvRh Pt3T Series 5500 FL281.'1 N1A 512612026 Product Approval Application Detail &qua Nt1n-Inlpaa8quat Sidelbetai (bswgnp70utsriifM XO;GXa Oxeccnflgumtions) 16 p. Thenne•Tri Fib-Cl-0c and Smooth -Star Nominal 8&41 Ara t;lmpe ctIti Opaque 12f311202.1 Yea Yes Yes N/A E O R :Csofle Early Dr: Q�$ Fate Date Pendloo fie: Jos Vamlon Manufacturer Contact ErglnaeraLlcanss Validated BY Valldded attbMttetl paC Appro'xzl Aotiro au Status Affirmation 21720 Smell Vent Products, Inc, Michael Graham Homes F. Norero P.E. Locke Bon'den P.E. 12MU"20 12M G2020 1272&CO20. Approved PE-?377a - (334; 300-1800 Components (87rf arruh . 1 l 1E CanpoNfe EdgeFl6.ecgleas Double Doh with E'qud•coatigRmd&quol;5tde11Ces (InaWinglOutavring: OxXO ur.tnatl (br}fg 17 gThema-7tD Fiber-Classicantl Smooth -Star PlmlinalBE#39,88quC4:No-lmpactaqud; Opaque 1713112021 Yes 'Yes No NIA Composts Edge Fitrergress single Door (h,srdhgroursw111ialS9umdon) PANEL WALL SubCaly ai PiUrd ea Products lntmddaed ass Reepk.d hto�smartvent.gan :. a 18 r. Theron.-ho F16-Claosic-d Sn,.em-Stu Nmana1.58#39a &tpid 'rnpaetiqud; opaque 121342021 Yes Yes No WR Canposlle Edge Flbergss s5ngye.Door w¢h Nei Taclmol New ff-. Met CampBanee Method. EvaWetio Rapp. ftwria Florida Ra�vleratl Architect ore Licensed Florida ,lames Hardie Building Prod. ,-.______ ..�._.. ___ __..____- ._. ....... _._..._-. __. ____._._ _-_ Cem plank Lap Siding and Hard Plank Lap Siding _-- _----- -..- __... .___._._- _.___.,____,.-. FL13192.1 - FL13192.2 gO Ravdg XO. 6Xw4X4 configurations! A. SIDING N/A 12/31/2023 Proressloal Engineer 19. a. Tharme-Tru Filler -Classic and Smmtlm-ger Nmdrad68,M;8 iquotNon,trlpiteMia4IX;.Opaque 1213VD21 Yes Yes No. WA Composite Edge F(be Double Di or oer B. SOFFITS Alside Solid and Vented Skit FL15272.1 - FL75272.2-75.01=75:0 psi 121112021«ttl P�LR4?ntludrs glass R�{Ina�,h4�aw,ng:ao«G ccRtigurations] QuagtVAsslaanofl ApgfoVetl tOr Ube A provedfor Use Impact Deli Sad-.11. Pmduet Muriel Number-Ni P;oi D-Ani CmdraG jiuryation Oats jnHVHZ Outside HVHZ Resistant Pril [,q, 20 t, Therri Flbe-Classk and Smooth•ger Nci 6&#3g0&qua;Ner lmpact&qud; Opaque 12/3112021 Y. Yea No WA Composts Edge Flhargeaa Slinge,Door �•� g••y, � rr�.yE ®.y' C. OTHER f 7 R 1 SnredVem'Matle{#1546tlt0 Dual Function Flood and Ventilation Vent 12i312D2a Yea Yes 'NIA tIGOF 100 2 SouVem Motley#1540.511 De[ Function Freeland VanUlellon Vent 12M 2020 Y. .Yes 'NIA *1 GO 100 ^•^.. ,.-hr'>:.x.. _^� �^°^�'.-^"»"�-•>'° .••^•„"^"..:^�•'""'u.`"^^"'••`. ^•"^. -_m°•"'"-".•`^'�-""�°-x-"°@.,,...�..^". -• ^^.^,,...^^-�'.tiw-'^^ (Ins�.inglOuiak•n9-X configuretlon) 21 u Thema.Tru Fher-LtiessicaM einooth-ger Ngmrtal88#gyp iqud;Non.lmpact&quol; Opaque IM112021 Yes Y. No. NIA... 3 SrrottVent Mader#1640.520 Insulated Flood : Vent 12M 2020 Yes Yes 'NIA ♦i00b1o0 ComPosite Edna Fbbergless Single t7ogrs'yRh $idetltefsf rin5dingtOulsv'itrig; %O OXorOXD 4' SmanVent Mod.i#1140Z21 Insulated Flood Vent 1213i2020 Yea Yes 1 .100L100 6 S-Pi.nt Model#154M70 14&quot InsuleDow Flood Vent 12I3t2020 Yea Yes MIA Nlo e SmenVMf.Madnl#1540370 VtbodtiYall maulatea'Flood Vent 12i312020 Yen Yes :NIA +160/-100 ocpfiguratlohsl 72 v Therea-Trii: Fiber Cil ie and Smooth -Star Neminal BE#39.OE,qud'rJon•ImRactBqupt:Opaqu® QnJ12029. 'Yes Yes NO WA, : ()cRmpoSi{a EdgB Flberglaae pollble Doff Ndh or 4. ROOFING PRODUCT 7' SmartVent Model#154M74 14.5&q.&, Garage' Do. Flood Vent iW3f2020 Yes Yes :NIA NIA' uWN out 5lddaas tins'•1ng(Oulznung: XX ar O%%O A. ASPHALT SHINGLES OAF wqr }y� ' j'� �/�,/'j 3 Tab, Dimensional :ay ��rq}, 4.�rYar FL10124.1 N/A 1 11 / toafigynllo ai 23' Tito ins Tru Fear-O asslc'antl$moWh-mar NIXtia lmpacEB qud:G ssed 2712021 Yea Yea No NfA Edg:88qud;Rb Composite Edge Fiberglass $Ingle boar Ilnseamgr0ufssdng XcoEguregon} 24 xThar a -Try Flee Claesdand Smash Bar Namnal.Eda.-&gaot;No-Impac 6qud; Glazed 231Td021 Yes Yes No NIA Catpcaite EOg 1-bergs Sri Door with B. UNDERLAYMENTS Tamko 151b Felt Underlayment �y �xa FL12328 ,( N/A ] }} s�krsmooth-scar 10/18/2021 Florida Depattrner>! d Business &Professional Regulation Pale 1 a t Sideldgs). ffrtsalm70dawing %O. DX or OXO C. ROOFING FASTENERS NOT USED Building Codes and Standards itl4r2621 or�i,"1a) Product Approval Application Detail ppr° 25 yTtierma-7ry Frbdr-GlasRc arid Nominal 881439,8 &crta;NarlmpaU&qud: Glazed 12r3112021 Yes Yes No WA Co„gsovt. Edge Fibs st- Doable Dowwlth or or�mdols, -ngiC ng:XX�GXXD 26 z Therma-Tru Fber-01ass(c and Smooth-&ar No inate8#3s;0". ax;NxFlmpaor&quct;Olazed IM12021 Yes Yes No. NIA D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge dents FL18918.1 - FL1+6918.4 N/A 91 12028 Florida Metal Products Inc Vent R 110 /.�yr e. FL21580.3 % N/A ,ry+gs (} 1213112024 Cmpot to Ed3a Rhoga gl Singa Dow (InWirg70utaviig: X eon99umloo) cado Eat tv g1,_Ig Ra Date Penerho pg(g. Ya}sior) Maruracturer Contact Endmaeri Ucaatra Vaidated By V3lfaatad aubonilted FRC Apomo Aaord- Sinus q 27zit Therma-Tru Fber.Classicand 9mo0m•ster NcrNna1.U"0Equa:Nw-Impad&quct.Glued 12131/2021 Yes Yes No N/A L I6 Inc4 Lomancof q� ��a ,L DA-4 Etinta ust Vent Jt L F•rL17202.1 i ,L .�97. -97.5 sf' f p ,y.4, 1 /10/ 025 i. i/f yJI ,lyp'9 Reuslon 420 Drelel Mathis Ind, Jasan Shumate. Zachary R. Priest LOOM Soi P.E.: 08M012020 OWW2020 oa202020 101137Xr20 Afi -.d - CrinpOsito E[ge FlCiukess Slnde OX or -SIrleMeis} llnawimglOutaw'irig: XO. Ox'wOxO OX CffiBggni: Rooting : f502)303-1511' PE-74021 (3341300-1800 au4Date0Dry: Nktal Roaring IahDmatq.�drexmd:aam Comp6anca Mdhbd. Evaluciio Repo. loin a ofigurefiwrs) . : 28 21 TYiu herm Fiber -Classic and Smodlm-gar Nomnal 88#390&quaCNon-Impad&qga2/31 ; Glued 12021 Yes Yea No N/A Cnlipos.e Edge Fihagls9s Dduble obd'+i.lth or E. ROOFING 11LES ,Boral Tile Villa -900 FL7849.27 - F,L7849.28 N/A 121311202E Licsn aaB F1wMa Ra8lstarad Fa'ohgdddra �Flarlda with outSifelae; Ilnsu nglOutnming; %X:w OXXO cofgumlfana); Boral Tile Saxony 900 FL7849.15 - FL7849.20 N/A 121311202E Profoi Ddag(yAssition e: ADprIn NVHrUse ADaroVa I use ringed Pressure .sea#: Product Model. Number or Name. Pr4Muct:Deswlt141bn Caidrae!Fkplratlen Dale In NVHZ pyrtsldbrMR RealstalR re ue y�'�+ �'y�'}y�,� �/p,rY�/'�t� +� .die �'y�a j�,�,�Y: +� DMC 100NS9 DMC' 150SS., DMIC 175 y; DMC 1 Drool Meft ReeMg:SYdems DMC'I DONS DMC 15065, DMC 175S, DMC 2008, imiti2025. Yas No -N1A +01,180 QMU5` F. METAL ROOF Drexel Metals, Inc. 209S, DMC 5V FL17 79.1 +01-180 12/31/2025 5. SHUTTERS Florida Department of Business& Professional Regulation Hall Florida Department of Business Professional Regulation Iof2 A. STORM PANELS Global Protection Products Galvanized Steel .Storm Panels FL15078.1 - FL15078.2 N/A 12/31/2021 Building Codes and Standards irrrmul --L - -{,� Pos. Building Codas and Staridards iis2psi + �r (� All American Shutters & Glass * !�} Galvanized Galvanized Steel Storm Panels' FL17869.1 )Q N/A .y+�y,p+ i{� jq 2/31/,i 02 1 Product Approval Application Detail Product Approval AppticationDetail code WIN Due Dot£ D:Ce Pm}arc .,rE! Manufadumr Conrad Enalneari Llcanse Vaadated IW Validated Sy¢,�tgd FRC Approval o genus6. Code Ent it nr' D t ,{jptg Date Pmtr3ino � TV-- Version Y P'7J'1Y� Engineer ,0131202.' SubmkteL POWWOdYal Py113120d f��tL.a.' We20 Revision 2020 Th.mia-Tru CCrpomtiorl gave Je spefscn Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 07232020 07/122020 lerrew20 10.'131= Appro,md Exterior Doors W-70rsonQ29 PE-43d04 16131787-6555 Thommdumr ste-jcontac Rei Schmidt. Ryodatad'nv R®Meicn 2020 fiama-TruCo po anion Seve Jaapo a0. yndonF Schmidt, P. E. Ryan J.Kng, P: E: 0132020 0fIt22D20 07f302020 10t13R020 Aopraaed Cab gory. Exean rDpws (80g)843-7628 'PE-A34D9 (873)!67.6555 COMPONENTS SCategory!ubcategory: slasp aubCaleg-p: Swinging Exterior Door Afsembnes slaepMaenf)3tharladtru.CD Compliance Mdhed• Evdueilan Repod iroma m SubCatega}yS inging Exta for Door Asaettinyes aJa6pereonUslherafatfU.ca Report from m Cloride Pcid- Cn A. WOOD CONNECTORS/ USP Structural Conn. �+ see chart Florida ReglslaredArchllect or Llcen setl Florida Professional Engyneer rchi eUa me Florida RaMste dArehdectwa Lcensed Ronde ProfessrondEngmeer ANCHORS Simpson Strong -Tie seep chart ir3Y2lHE87iB Prad}ids - QuiWtV Assurance Apormied for Use Aooroved for Use rii rL20�:..Rsp: - �� ` - Qualkv Assuranea hmma gfr Usp Ancrovad for Use Ini D air � e �y B. TRUSS PLATES �,�% }�{ C�)�C� ITYY Building '4/111pV1Irrnts �•+ +•� �y Alpine Truss Plates �r�..�yy QQQ �` FL1+f+i .1 - FLIJMM."T' N/A +� �,/y 12 V1 : 3L seuC Product Mo�L Number or Name Product Descrli fen Contract EVArealon 0*1 In KM outside iMlZ $_essy{rg 1 e. That Td., Fiber -Classic and Smooh-gar Noninai CM9;68gU(;Iniquol: OPeque 12/312021 No Yes Yes WA '�A PraduriMatld tlumhaar Noma Prgduet Deaeraft- Caerild Exd"entimm Data jam} i Outside NVHZ-latard Pro - 1 a Thcrma-TN FmerCYessic and Smooth -Star Nondnal 68#39 5 8quol:Nm-Imps ftcr: Opaquo imir2021 No Yes WA Composite Edge Fberglese Shde Door linewbgAoutswing: X configuration) No Composite Edge Rberglass Single Door (Insmng(Outsning,Xcofpiratlon) 2 d.Theme-Tru Flher-Classic and $mgom-Star Nominal qua 727312021 No Yes yes WA ae.Edg;8ibergimpedgle MITek Industries Inc. Truss Plates FL2197.1 - FL.2197.5 N/A 8130/2091 D rp CanpwRe Edge Fberglese Single Door wish WeHte(s) (ln-ingfoutswing: XO. OX or OXO aanfigcratlma} 3 c. Therms-Tru Fiber-Classlo and Smooth -Set Nominal S&#3ge &qud i- Q. qua 12/312021 No Yes Yes WA t C. ENGINEERED LUMBER Weyerhaeuser Rim ..Boar Iiiiii r PSL, LSL FL85 7A - FL8527.E N/A 313112021 Double D Ganpgslte Edge Fberglese Double Dow ,vah or D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 512112022 ,vthZisidegteannawkgDntaYdngXXorOXXG configuraflos} 4 d. Therms-Tru Fiber -Classic and Smooth -gar Nei 889350&qua,lmpeot&quol opaque 121312021 No Yes Yes, WA Composite Edge Fb Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024' censagm Qu[a`ning Xeonflgurellon) flnsYnng'Qan) 5 e. There-Tru fiber-Ceewc and Smooth -Star Nominal a8#36,o squat Impad&quol: op. quo 12/312021 No Yea Yea WA CD Composite Edge Fiberglass Single Door with Sldellte(s1 Bnawtnglputawing: XO. OX or OXO wngguratima) Smooh-gar Nominal 81=s;0 &Wdtlmpact8quot; Opaque 12i312021 No Yes Yes WA 6 1. Thermo-Tru Fiber-Classie and Composite Edge Fiberglass Double Door / ■ v' with w without Sldeltes Onswbgtoulawing XX or OXXO rmnfigune iais} Florida Department of Business & Professional Regulation Fee. taf2 { 7 g.Theme-Tru Fiber-Clesak end Smooth -afar Nanbai681139;88quctlmpedEquol; Glazad 12i31(2021 No Yes Yes WA BtaitSng Codes arid Standards 1PJ2021 /•i�i 4 V Composite Edge Fbadeaa mangle Door iMsa4ngufOutswing; x caxfiptratlanl 8 It. Theme-Tru Flit-Cl-ic and Slnmlh-gar P cri 6&#358&w.I;ImpndaGlaz &qu. ed IMIfZ021 No Yes Yes WA Composite EdgeFbargeaaSingeDaawm ' The products listed below did not demonstrate product approval at plan review. I understand that at the time a inspection cl these products, the following information must be Product Approval Application Detail Co O - - C•oaa E11tgV r. [We .gCrB Data P.ntlfnn ,)d'atg &A.R.a) (1nsnbgKMt Ong XO. OX or OXO NominalSUs) 9 i. Themta-Tru Fiber-Clesslc end Smooth -Stu Nominalinat FJt36;a iquatimpadiqud; Glazes 12f112021 No Yes Yes WA Composite Edge Fberglass Double Door - i available to the inspector on the joabsitef 1) copy of the product approval, 2) - with or +,ithwt gdel{tes(hlswingrOutswing XX or OXXO ! p TY Venship Manoradurer Conrad E i ee&IJcosa Validated By ti- tl submittedEeG Mnroval Status Windavci Doors. canfiguretlos) Re'Wor, 2020 MI and erent Sitlirgas_ Lwa Robed.. Lanes eleven M lldeh,i 10flIw2a 1(N082020 1:O/igf1020 iwit2020 Approved Ca4.garys Exterior Ocors (717)385-3300. PE62514 (7173.319E454' suhCategdry: sliding Exterior Doh Aasembllea bsftlingerQmiwd.gom - Compltanee Method: Evaluation Ropod from a Qlrg[iV ssuratice' Aowovad for Use for We lDPffit rim a .x=.. _...-, ___...--.. ,.-_.._-. _...., ...:_., -.. „,......,,., .- -,� ,,, ,....< _,�:,. .,,.,_..,.,., ., .:., ...x-» -, ,.__-.. .._ ,- . „ M ,,, ., .,......,.3.., ,«,..-.,,.. ....•, .,.. ..� _...:. ,�,.-3,,,,,.--,...,:�,. :., '' ~�- - �fp`+ FI dde odered Arcewa Licensed Florida . Profes5 Enginae _ .Approved Wr dui Madrid. Number or Name duct DascddtD Cardract.EXoirat ondat. In HVHy.. outsift }1VFiZ IR.ad nta a j i t l omen ,:81:1 le d: 72f3S02t N Y 1$ IThara TN Fiber Clanwcand Smwolh Sl4r Ndrcnma1881139,08qu _. mlmdEquot,G za Y2o es Yes WA Compadte Edge Fdnet'glpas Douhla Door -_. ......-. _ ,.,_._<. n.......- _ .... ..M,.:.. __ .---.-,_.. ._,.. �.... :. .., ., .._.., .. ,.-.:.. ., �_, .,_.,.._ _�-.-._.._.:�__ ' ,N ,.-,_...,,».,,,..-,.-•._.....,,:_-�.«..,.,>... ,:._.,..,,..., ,. .._._,.,.........�,.�.:.,_.-..x.,.�.x..�-.,_...,�.�...:�a„�,.w,�.:..- ...,. _,..,-....�. ,.. .,,,,.�-...o,: nr...,�,,.,,.,,.�:...•,a,s,,,.w.,....N.w ,.. ...___.. _,.-.,... .. ,, ,-,k-..<,.. ,,.��,. ....� ..., ., _._-. ,. .. y x .., -._... _... QuatttYAssura- Aodrovedfor Use Aoorovsd for use Cases, impact +Ydhcut Sldeld's (In§WklglDufawin¢ XX or OXXG d Uratlos ofi_ y = r : i ...__ _ - - _.. ___ _.. _ .. -. _ _. _ _ .._ _... .. - _ ,. __ .. _.. _.. _., - -... -. - - --"' - �'"" ""' �""` ""'� - r 3 k prdaual Modal Nurnb.r or Name Pr Mi n - seo dduct.0ascn o �ardrad Exeirahan Data In NVNz outside HVHZ Resistanu PYassure 1 SERIES 420ALUMIiNUM SOD SER7ES'42g ALUMINUM SOD OXO 12)312024 Na Yes N. N/A 145-3t4b NONLREINFORCED O 2ot7t80&&quoti 2 SERIES 420A.LUMINUM SOD SERIES- 6ALU NUMSGDOX.XO,XX 12/322024 No Yes No PUA gfi&quC;x80&qual; PION-RE'NFORCED j v r � 3 SERIES 420ALUMINUM SOD REINFORCED S:424 ALUMINUM SOD OXO IM11=4 No Yes No i SERIES 5O tAS3f4&quoixE6&tiva: 4 20 R SERIES .ALUMINUM:SGD REINFO CED SERIES 420 ALUMINUM SOD REINFORCED OX 1213112024 No Yes No. N/A 0- y i - - - XO, XX968quotx96&quo(, 5 SERIES 420ALUMINUM.SOD REINFORCED SERIES: 420 ALUMINUM SOD REINFORCED XXX 12iS12024 No Yas No WA APPLICANT SIGNATURE DATE tl cn( 1 0 l Florida Dope7ime oBusiness&Professional Regulatkn1a1 -............. __, . _ ---._. _ �... .. � FloridaDepartment of Business Regulation on Page 1 d Building Codes and Stands t � Building Codes and Standardsrao I^ Product Approval Application Decal fi �_ . _ .,_ - ._, - .._, . .w„ _., .,. _ � •.� , , � �. n, s... .. _ .� .-. �„-H ._,�......... . >._ Product Approval Application Detail goneEndo, Data 8ilg Data Faminto 1.1001, Do Mantdachirer nrad Co: Engineer License ValWazfey ed all validated PBCAMrevd AooroVed aftlus CCc& Data Pand{rin PA2 V gn Manufacturer Contact Ben Uoso VaildatetlW VaRtl�N. Submitted FOCA" jtj Aroved Status O `v RoWsion 2020 PGTIndu*1., Jens Rrwsvld Muni-Dadd 8CC0-CER MlenrlwOodeeC00-VAL 11ASM20 1W M020 11r242020 AppronA 315-2590 .Engineer roved Re ASIon 2020 Wayne -Deco, a diof Overhead Door Dweynp KerDish John E. Stales Jeffrey P. Arneso. P.E. 1Ill 2/21 091 IWM020 121i.51= Aoprared. OwPDiEt1CA PEbi737 L Categay. Eniedor:Doors (941)481. (786) SubCatego,r. Slicing Exbdo DoorAssambles lowaerski�pgtindustnes.r. (330}183-8121 (904)8213200 Category: Extenor Doors dkomish@Wayne-datto.c C C Camphanoe Mamotl: Cer#/cetlon M8(k or (.}sting dtt (' om SUM:atagdMShod: E ExtaDoorA le Report ante Method: u m from a - Et1P33f^ -tit LY�itiadaras, ' -. - - Florida ReglsteredArchhoot ore Licensed Flpdda plot essgnei Engineer rsa mraNN Assurance Annroyed tar Use BRptm"fa•tknow Deskin 'See`# Product aAodnr Nurnbaror.Nama product Description 'carril rsxrxreTiO4t44202} Trde MOn li oukirb"i R sddi J erg, ,lLitB'2461E2@'PiddUets' ',`. :. 7` D.5570 S, SG.(Lerga M4aml nipa,0 Vinyl Gies Door Yes Yes Yes WA - - - - , _ erfor QVIARV Assurance At Us, Acrigi UDeslan -wife forse Inroad $009 Product Modal. Number.'Name Product Description Contract Elmnation Dale In RYHZ Oil Cie HVHZ Resistant Pressure Q J 3 6gWr DIMM'12Q.(r#1105 Mill,9 Max Vldlh 14&#35;Mex height. Glazing 121312023 No Ysa Yes +31001-35.00 avallabfejm teR w lnremtdide sedge 10 8409/8100l8290 #i128 111i#3s'Max width. 148#3a Max nalglit;:Gluing . 1213112023.. No Yes. Yes *3000F93.5(i avellabiean leP orintermeaiate aodian. SHEET NO. PA 1,0 rosorrool ...."o—no—ours. hipirrifir" Rill ir 11 Ill , ''wil Florida Department of Business &Professional Regulation Pagel oil Strilkling Codes and Standards ProductApproval Application Detail if 949t Ran Snow or Date Dale Data PKIldind att TWA vidi wbuto6tumr VAdatad B, volitledor Submitted YWA-,Wl Aorml &.11A Firl 2020 Corral Division of AADG. Il Torn Rall ULLI Troy Bishop, P�E ivirt),2020 12,0142020 12alf2020 Apol Category: Exterror I (14942813 (954) 947-ORG SubOrdergill Extel Door Components tom-fty@rtioral Coontillarics total Crooftation Mark or Lool m Qualify Amforraq Approved for Use Approved for Usto Impact Design ink Product flooded. fittentuar or. Manor pnouspot'Dwarrinflaft Contract t Frovirsithan part In 0.1.1d. I rill" Prosoo- *7,70T, 777, T47, 7fiT,-M, and 64T Single and Pairs of i Gloold. and L.W.,W single and par,, of 12C3412025 Yes Yes Yes N1181 Florida [)apartment of Business '& Proffassional Regulation Pa -Wool Building Codes and Standards irsizzi ProductApproval Application Detail 996 Entlity or all 244 Date Prondirsi now TV- Moral Ift"Ural Corsbud Engineer "came validated EM WIdal e1jornittrof f:SC Amoral A-0-ol fttu2 Rel'Asim 2020 MI.WInd0lrsl oroors i 81hil Arraoiroun Arorultectural Steven M. Urll PE 11117J21= 11 MV2020 111=020 Appro-4d category: Windows 01-lincturcer. Assooll C7171 317-8464 00Cehaory- Single Hung. bskAngor@miwd:com Compilial Method; Crablical Mark or i call At— Arradnal for Use A-moodfallsa lomnpawd Vessel erg Pro" Model Numb ill Nam Product Doocription control Expiral Date In i outside km Resistant formation 2 185SH 52x72 FINI Fnime IGM,$il Hung ID/I No Yet No 4WW Lominstod Glass Florida Department of Business & Profenariontill Regulation Building Codes and Standards Product Approval Application Detail prol 1 of 2 mznsi Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ri off Code 11110i soill 11 i i!! lillil ill Ill I I I I Illi or Dl 21l Date losinuffrout ol !in ell lim vioull Manufacturer 'Cod act Fnnitingra LIGIreaq, Validated jeflorrilturd :FBC Agamynxal Approved St-t- T- Wrison Parade urm cral Widstod By Validated Worsil ell i Apil 'Approved 81 Rel'Ationi 21 M[ rorlodoor-rd I want stronger American Arphlactural SAMM M. Urch. PE 11122/2020 1 V22t2l '110=20 Appr-d Affinval 21 PSTInd-trot Jan. Rog -ow foloomi-crode RCCCr- ri Miami SCCO -'JAIL II)i 1110WA29 A15i catQgqry:.WIrrdowtr 17170861 Moonfrnotmers Asoppi (711)317-8414 Colegil Vol (041)4813-1 {Trrl)) 315-2590 "Category: Rapid bVingrornnikovd- sulaCaturill i d Compliance Mail cortill Ol or Loring compliance, Method-, Gerh"fieatioR Mark a Lisfing Om c" Appeal for Uses k..= QS6all1. Quality Apmandfol Anow-df,pUts; lool AWA �rrpduct Model. Numbol Movie Product Doscirtil it, HvHz Outside HVKZ regional pro$ AMA Contract ZW,41- gets in HVI Outside Reall Press- 1 iiis PW n. 72 Insulated Oa- 041 No Y.. NO -Wee' 5 PVLLS520 (LAge, Worth. Impel Moll Foxedtilluirdlow a4mi2l Y.o Yes, Yet MIA 9ol Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Pagel Florida Depertmentof Business :& Professional Regulation Posifl f=21 BullifirgI Coders and Standards lan3A Product Approval Application Detail 0040 limfor or we Data Date Pending Date MM vorl F�mdn ... & Licons. Voldratrad W vididourd 6,15,16od i Agal ftoranyorl 1sistrar Rer,4sW 2a20 Joints Hall BulkJfpg Proof cis.Inc. Chad Clacks V. Andrew Ton John Scouldhood. P.E. 0IA15M21 12n4)2020 DIJOW021 oftieFi Appn category: Panel Waft t9094543�350 PE-111662 f352) 367-2525 SLibCalsel adholl ch.d.tlrandrogrornershoord r-mm�llannu al 1-o— l on. e- �2 QWeIkV Arowral ArpromedforrUse Ainal for Use: impact MAW ANA Product Modat Number or Monte Product Description CONrxt Ezodelbfl Date In I Wake, HIM assistant Pressure i Complorok Lap.Siding -libw-asment lip or 1213i/2023 Yee Y. N/A N/A 2 HordePtol Lap8l deer- nolot lap oldrui 12)31t2023 Yes Yet N/A NA Florida DepartmArt of Business & Professional Regulaton Building Codes and Standards Product Approval Application Detail Foal aYzol trostur or n 20 Pide Vito poodri Cooled i ... r & License Varldniord as Widened Submitted raGAwnp.I Arrolloned Stabon, RoMacri 2020 1 ThOnni li dbill:T1001"On ArdhitroUll Tony Christman Zachary R. Priest Steven M. Ul PE 090171202t) OMN020 ogf=l 12M W020 App--d Metal. Company (TANCil (61%248-1450 Pi (717)317,8454 Carsopirip Roding tonyge-talroofirria.- lioubCategail Roorinut Ascessarlas that are to Integral Perl frooff-O RY-arn compliance hIQ1l Enkpltoll I from A Florida Registered Mooted -Licensed Florida Professional Lruglraror QrsidItYA"Unifiroo Aggroved for Usa Approved for U, impal all F olAMA n i tside VZ1 Resistant proossure 1 TAMC0 and Top Off -Ridge Vent .41h Gal for Tto 26, go. ort".-F -null,fth bell O%MV2026 Yes Y as MIA i 2 TAMCO Gooseneck Van! 21 OW0,21126 N. Yet NA .0,-Ws 3 TAMCO OfToRldi Roof Vent Vdth Beige' 26 pa, i roof vol with Integrated baffle 09012026 Yes Yes NIA I 4 TAMI Round Top Off-i a Voint with Eil for Tile 26 g& staft roof vandal "Ith battler 09108f2026 Year Yes WA MIA r9ft Entill Date Date thal pernifing DROP IYR-- Vinum shamorlodurror Dona Emirlol UpPron, Manuel my Vandal submitted FRIC Arsyrtaii AM,d Slahoo, R-- 2020 Ali Nick Thompson, Lpdco F; Scitni Ill Ryan J. ll P-E: 102812020 1012642020 1 1JOW2020 12JISM20 ApProweJa Category: Panel Wallis (330) 022-23iWO P54309 76T.8555 susucanevow son$ rth-p-tionsider.- compliance Ideftot EAflurri Report Vol Florida Fourstared Archl Licensed Florida Probecoll Sndl sz7aN3` 1 lid - T, Quality Aresural Abool for Us. Awil for fill lmm4 I)kgm 8040 Product Motel Number or Nortial ProductDescrmton Contract Expiration troo, In HV'4z outside 4M Rgsletant ".r. I . &qJco2T&qJ0 Soil Vant w Sold Well Sdffl 1201n021 No Y" No WA 2 b. OqudlAllrunce, T4&qut: "t Vent or Solid Virrrri Sim 1293V=1 No Yo§ no WA Florida Department of Business & Professional Regulation Paget f 1 Building Codes and Standards 102671 Product Approval Application Detail �90 Ent* al 299 on" Data Pmdi- all TVO Version Whorl clorial embaoa a License VdMazad By idated Submitted IsCA06poyall Approved Sh" RenAskin 2029 Frodde Meld Products Inc. Clark Jones Jsn- L. Writer, P.l Ste- M. Udi 0912712020 0025/2020 IOIM020 12JT6l2020 AbPr-d Category, Flooding I 7&',MO CSILCKEingfineorli 1317-6454 Subl-aftel Roping A-leston. that .n on danwarron"40m FF-311242 Integral Pantol'thro-Rooft6*0m Evaluation Report frome Fluddo Froalstr000lArchfil or 9 Licensed I Prof.t9lonal Emillneor Quallb AsstvM" Arprorrodforvas, Approl far use Product Votorlytion Cardract E.ittir2UoriLIWA M i ouawd, Rlaohl Pressure 3 3- FLAMCD &quol sidgrovent&oll Aluminum Rl Vann; for Pill ral fabricated i2f3if=f No Too No WA fr.. 0.025Alurninum Florida Department of Business & Professional Regulation Pago 1 off Wilding Col ardStandiwi inv=1 ProductApprovid Application Detail code ji or..-.;A1 2d, cast. penrudin. a." MM reran asmaturer l ndkteer &Llco alkhadBY t PSCA0prarod ama Affilinnal 2020 PGTIndotirlint Jan. R*a..okl Miand-Claide, SCC0 - ore Misn"JI-Ol I - VAL 11l0512020 11105121 1111ilital APPI-ed (941)486-0180 316-2590, S.1pCadsg.q1 Singin, Hung CwmH �,m4hod: Control Mark m Luting oat aoAppronsdois,Ao"Ilp,1se w i"Q "psessu Product Lodi. NumberoVal r PductDscrption conrsl edral two In i Cul i rSon Resistant e 2 0115500(Lite Missile impoll viall Hung Wnd- 07rA2025 Yet Y. o' Yet MJA Florida Department of Business & Professional Regulation P.O. i or -I Building Col and Staridards ioul Product Approval Application Detail Florida Deps trial of Business & Professional Regulation Bvlldlnb Codes and.Stondardli Product Approval Applicat ion Data R Paget oft- litioll wll,ilmowig i iiii a !I jai a nomilimmommum slifilty IIIIIIIII101 2a Date I Dare PorIntl Do&* Wis. vorroon wirrouinecou'ar Confect E.Whl- a U-nal Velidartrad BV V.11drould Fklbft4 FBC APPorl Aporp-d Status Polito. 2020 OAF Mich "I Stith Rob"! hinarl John W. foreeMoh, PE 00121 11521r2020 1041=020 12115"2020 Approved Category: Roofing V800)L766l PE-591" 054) 772-6224 Sulactial Aill OpmPful Method: Evaluation Report from a. Florida R6014terdArhil or 0 Licensed Flood. Praftel Engineer, 'v -5- Quill Assurance AroonotedforUser Approved for U Impact Dial NaAw Prookloot Dmiliatim coward gradation cal In i OLOSid, Rtfitaut PMSUM I OAF Asphalt Roc(Shoull. Froaralross, relot.-ctid 341 firsomr-hod, 5-tral 12116=22 No Yts i MIA h1pki i trade, Florida Department of Business & Professional Regulation cards I off Building Codes and Standards ilzmz Product Approval Application Detail Florida Department of Business & Professional Regulation N.Ifi Florida Departmert of Suslifiesis I Professional Regulation poll Florida Department of Biterow & Profession Regulation Pol Building Codes and Standards 1,7)ZD21 Building Codes and Standards Building Col and Standards la= Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail I NEW ill gpArg Will Ir Ali 2" Oa ft Foods- nor CoM are ft 299 D& Date PoOdarl Darl gum fiall or- Jul two pal loandfroo Twoor versol Manufacturer C-al Erminear&License Valklexod JIM Validated StIllonriti FiliCiApprol Approyrod Status mm Varthron, marnufactursor Conrad End—tu.,rus. vaudatird Or vroudall SurpddUed Ill Actual ftopo"d X&M mli2k version rialrourbati CanteU Enaineera Liuense Valklaterd 1W VWtdated aubmynA i A —at Alumv6d at— Ror,isorr 2020 Oil Protection Proci LL1-- 'i Robinson Wall A. Tea Jr., P.E. John W. 4�rooaidh. PE DW&2020 09108=20 1=1=20 1 12,1501 Appil RevislorA 2D20 All American Strutlars, and Glass; Miloo-Siablarl Fmok L. Barrel RE Troy Shoi-P. P-V 10424r20201 10115rdom 11M512020 121t2=3 Api Re%olson 2D20 April $I ... I L-1. 103 l� 0. Ser4ce, Ll William, M. Replied. PE I wir2i i. - 11MO20 11N=20 Appri Cal Shutters (954)$WT545 PE'q4iV ($54) 712-6224 Catiogorr.suitkups (861)712-9882 PE-00461,19 WAy$47-08W Ctgl structural Component. il (4nif81-1817 subcategory-. St— Panel. laubCategrorr. Stal Pan ids rokorbijI.Illumoricansh.111. ibJbcartoep". Trual Pletteslows �kun Cbminfloorl Modi E�akursrpn Report fr—. Compiler— Mah.o: Evaluation Retool licem. Complience Iii-thod; E'vol-rol Report from. Flodda Rtg1stereol Aftitact or a Licensed Florida Florida: .0.1"nordArohilvol.ra Licensed I Product Evaluation El Professional Engineer Protetional Engineer A0 -5 A Quall Assouraincra A—mrsouitiol Anowilsol all usim 0'allith, moural Appropord for Lure raced for legal 22ft Qmft A�, Arpronorried W U- Approved for Jews Im-drot Design SMA Product Model. Number or Nam ProdygIttairstrivolort C wraffor"Doo ll OutroW modgm)t Plemri 6231.2 Iol Model Nurijorer, Name Prpduct Conscription, contrast Marshall Data III Hv14z Outside i Resistant P—re —if Broduct Nodall. humboaror Narre, product Ispoorrhol Cv4ar2IDmrrellen Gate 1, HYM Cathode l Resistant printouts I T-W Krbolorrso Higher Sterol 0-1 "mip; SI Motel consvill Plot. 1701=24 Yes yvrs NfA N/A 1 29 Gage Gd—luto Star-Starom PanelsJHVW Corrugated GaIJsrIwdSIW5l Porous retained 121312021 Yes Yes Yes WA 1 241P Gottanized rated Still Porol 24g. Gaharrited Start Sorm, Famous, imirml Y. Y- Y. N/A 2 r7w.acrOiAlono gang. Piaui Motel Cpnfisuct. Plot. 17J31=4 Yes Yes MIA WA or not pytl to prat hurricane, proorsidlar. 3 I1 SCGINuend TrIflo. Metal Conrigral Plata 121312024 Yes Yes N�[A N/A 2 24.Oa98Oalval Stend Storm van#ldl Corrugated Goly.ril Steel �l Poinal—drimod 126112021 No Yes Yee WA 4 ITW4001AIpme"Wrorr, i opronector Plot. I V31 U024 Yet Yes MIA NZA a not bytracks to,provide,hrill protol Florida Depattriterit of Business &PTriffassionall Regulation. Building Codes and Sterl Product Approval Application Detail Pago I at 11n2021 Cord. se is ill 111' 1 1 1 SMEEMMENNEM, Da" 2111 09CO looladrol am Vershor. fiedanwardrUmna, VelMafed By Ijdbtgd submitted i Ancestral Asor-ord Stel Fl 2020 nonakina. Fen Waldoo JCC rvAltral Sol i ICC rVolool Oil 1 W&1'2020 a9r-omi!a IONIM20 Appr—d outagpolrip. Structural cam"ol (962) a9i Ll iroodd-fiinni... (zl sm-gitw C-sompliants, i"Abod: Elvilutol Product 11-oluartion i i-A Abilarol for usa, Approval for uss, !norm Design SeoA Pl Mpall. khomb. at Names Phil l cuddling, control Extsinal Ell no, i sartorial Pool I fill 143 ga.,super I Igh strength Ims, connector Plato I Yes Yes MIA WA 2 Mil 10 -leguLtussopronectorpal ol 'Yes yes WA WA 3 hill 18 gal, hion strength truss krotlneda plate D6/302021 Yes Yes NIA ti 4 WT20 20,9a, unuas connector pal 011 Yet Yes MIA MIA 5 MT20HS 20 go- Wigh.streful rriipecbronjcctor Plato 06r0,202 Yes Tes MIA MIA I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Data If P.Pirl off �Elll 1'.21111 E1=1 Brol 11�11�11 =2 Dill rid 1 !!Ili!, Dl paladins cowl OMEN= M I= Vandon Iftourfacture, Cartel 8,1111moo, & vlowdd By vat subm1w FSC Aporgy-4 Status:. RWolon 21 we"Thoul Rob Sell ICC Evakrubw SwAce, LLC Iran Lai P.E. 10n32020 APpoul cateaw. smarau components (253)924-6475 (508)839.3288 SUbCabigol En&Wad Lumber licbed.Elarld-in@-yerres Cooppluldroft 1111411104; EValUallon Report from a: euser.cen Product Ewicretion Entity t�l Prockiots Quality Ain naice o. Sean I DAD In i outside, HYHZ a slat Pressure I Minclorm i Lorrolosood V.- Lumber 03131=1 No Yee WA MIA 2 Parallel. PSL Parallel Strand Lumber ol NO Your NA I 3 -finfloarStpund ILSL LarninatedstrandLumber, all No Yee MIA MIA 4 TJ i Spend Stru clurall Composite Lumber a OrleortadStratid i No Yes WA board Forn Board 5 Weyerhaeuser i board Orl-W Strand Board i Board 01/3112021 No Yes NIA MIA Florida Department of Business & Professional, Regulation P.O. I art Building Codes and Staridards. Iffl Product Approval Application Detail Card. Fnft or 2" Raze Forri Date TV- Neuron Noulul ca troll Wrilinudir3rVognea 3willated By Visfical Submitted WAADmal Abborairood X" ROV1.101 CAST-CRF7E USA LW cralgPoml Mkrml-codoSCOO-CER Mhooll-Ded. ROCO - VA1, 112012020 i012912= 1127.M20 Approl Carviji Stroll component. (813) 62144041 (7r0)315.2590 Subcategory: Pradr,.t. Ingrockiced... R ... I N— Technology (lance Method oLlsrComp. iS clourill Arresters: Agovignird4prurso Aggi for List Irmorl Droull Soo Product Modal Number or product Onorkilkit, COI*WEXD]r�116.DAO In I Outside HVHZ geowal Pressure t High Surrouth Concrete Lill 4. 0, &, and 12 inch 'Mde Ill 0521tZi Yee, Yes i NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pago 1 of I II52p2T. code grall 291 Date Dart Piladroo Val IVA �Ldl ararrofeelurour cmdee emonaor&I-icarl Vrolkhawd submittal FRI Agmp1r,[ A-m olds Rel 2020 MI WndM And Door. Brent.3111i American Architectaral all M. I PE 10o1812020I8fO612020 I0M5/2020 Approved Culao"i wirodows (717)385.3305 M.Rulactuner1AsIddlation, (747)317.8454 "Caregair III: Horizontal Slider bsfflhlgeO-MhVd.cran Compliance hill candficul Mark or Loral Quell Assurance Arporrowullpi Approved for Use. on-0 Product Wool Number or tBigil Product tlesLYioElpn corl Expiration Date 1, HVI Coatil 14VHZ Ratistars, IPmmns i 1166 Flh al Ill F-. 73xO2 lh..Vtted G.. OW111/2024 Na.Yet No -551-55 Florida Dopartrifirent of Business & Professional Regulation SuildirigCodes, and Standards Piroduct Approval Appileallon Detail P.O.1 at inal Coup ErilitY 2" .099 Data Bringing 21 Iva )�J� alawmirsoll coritatt Sharal & Lictrose, Valkil DY validated Submitted Flac k066301,11 Approved glatua Affrmation 020 PGrlrdu�l, Jan. foclasol-Drde MlanVL 111520 Jill 11 l C.1orgil Wnd- (941)485,0100 315-2590 Subcategory, VAl Compliancroffiethod: Cartifical Mark or i Wn . .. ..... QW11h, A, -a,, AllQuarid for Ill Aparmadfarldso Impact corrosion si Product Model Nandi Name Product Description Contraoteraphrational if) ll Outside hVKZ Regional preiguirs, I Mull foll i and Wiodoos Alurolnum Mull D512612023 Y. Yes Yes NIA Florida Deportment of Business & Professorial Regulation Building Codes and Standards Product Approval Application Detail Pal IAM21 Code Itrall Ii =0 prot, Pol"i w mm verolp" morruiroodupoor Contact rroolroull L:,on,, Vorlidated For Warsaw Spool F9CA--I Arpol Fuel 2020 TAMW Building Products I Kom Eden Robert Nienni John W. Knozol PE 10s342020 o:V292= 10fI2121120 12115J2020 Approured Category: Rooting 1417) B24-6844 PE-59160 (954) M-6224 gi UndethilYnni komed-aamuro.ocon Compiler" Method' E,,slitiAtIon Report from a Floods RgNporod Architect lira Ucanced Florida Professional Engineer Produa 'X QuWb Arossuctract AgarroWriful Akparovodl for Use Impoult Ise-kan swo Product haWrol, Number or Noma Product Descril Control Ex"lon Date In I Wall III ROSI$tmpressu t re TAMIKO Roof U-d,,fsyl li Ficf.ndroyl forum i HVIQI 1011812021 yrra No MIA NIA jurisdatiorl 2 TAMKO Roof Undetlaymeros INDI Pool undtilayri for use in r FIC ncn-HVTlZ 10/18/2021 Y. jurisdiction.. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Cull page i ore la2021 coda a Sooty pit, poodurns 99A mm Verson munnufactruner controll, Enaineer&I.Icense. Validated By validated arjamill PI)CAlsoul Appro—el Al Ror,Arflon 21 sawat Finding Anderson Foal. WPM0 Unlionuni erroluation GcorjVVVVsl 111l APII Carol Floating (801) 380-6091 StrAters 1.1-0. (205)854-01W 11.1,44stil Recoiling Tlia Rcb4nAnde000nQporW.co Compiler -Mahal- EW.Artion Report from. m Product E4wal Ently, P�A7JiA9'R42'nrn� Cis s" QYdaV Approved for Jul Approved for Us!Impact 0"- product Conscription CorthastExisnoti-Ol In HVKZ Quitsid, Itsurbstarrat Pratual 16 Slate, Country Sall Spit Old English Fiat Pronle - i CO 12r3lrMO No Yes WAS MIA Thatch 13-p; Inni 17 Snarly $00 - State Shake &wl SPA Shako Flat Pi - Simi CA 1213I2020 No Y. MIA NJA l& SndnYSl State. Shake JAI Split Shake FW Pi - Rialto, CA 1201=0 No Yes NIA WA 19 Small - Shake, Slate &ml Split Shake Flat Pi -Stockton, CA IWIQ02D No Yes WA WA 20 Ah. �Irs IProl ir"g No Y,NM NA at o I Ion. 'S..jorarialti gr 2M Q020 No YesOk NIA 26 'Alto i Profit - Katy. TX 1MIr202D ill. Yet NIA NIA Florida Department of BusIrl & Professional Regulation Building Codes and Standards Product Approval Application Detall P-q.i.fl I I ffrm �Aft I- 20 Data Eurna prondin. Ill Type Version M,uf-ww Coned Grarister & U.-a Validated Or Volldsould automated Fee APprool Arapro-4 atirwo R.Yforan 2020 Corrarrandin[Con-lis Produath. RdoodGilf. Sol A C—tong John Holy 12h4M20 i2iai;M0 12r2912= dog FSC AW, Cordelecty, Structural Compel (813)859-3T07 PE-34245 (352) 511 SuIsCetal Products Innodupod at a: Result of proolostorstor@yalool pgY Complol Method! RiMuill Report from a FloOds,R"istrill Architect or A Licensed Floods Protestant] Enalres, A..-. Aunnovadfor0ow Ando-selfarusa Impact Carl song Product Model. Number or wifirl Product Description C protract Xxo1rationt Date In il OUisltle HVHZ Itrislisisort Protsuor 1 QualityPromslor Commercial Concrete.Products Precast and Prestrospoyd Concrete Lmtals> i No Yes I N/A —Cu >= 2 0 C)- -a= 0 0 0 C) = 0 (3) 3: = 0 LL — > Cn .— -0 E 2 C s,'o CIC:)- < ■ O CM) C/) If O t^�, (D U) ICU > 0 L- a A s< as -olloo-oll C/) C-) =3 -0 0 ri Cl) m w z n SHEET NO. PA 1.1 O w U N 2 Simpson Strong -Tie 2Q20, FBC Approved Products. Updated Plot • ®Simpson Strong TIe 202U FBC Approved Products U.. 17 :0 pasted rso/zfR • - - B Products s � Simpson Strong -Tie 202U F C Approved rodu t Updated f2l30l242i} p _ Simpson Stran TIe 2020 FBC Approved Products Strong -Tie � p g � Updated 12l30I2d20 p i O N Q 0 L For dBectI nks to all SST approvals lrsted below,.CLICK HERE _ For direct links to till SST approvids Iste_d;bNow,.CLICK HERE. ,. For direct Inks to all SST lsted below,_CLICKHERE;; MOMAA♦♦ For direct Inks to all approvals 65tetl below:.CLICKHERE. F Infamatlon Produ fRpProval Nare'of V/ A For additional lnfamatlon regarding FlpdStatewrde ProductSpproval System and Miami_Dada County ty Noe f RtNOf For dM -oa arde (NOECLICK HERMoo Fataddu awtde.Product t:AAprDvaIS nal r arm.aton ra rdirrg land,sStdem andMsort fltl Ca4 Natiee ofAceaPCan e: LN3A)C ICK HERE."mmo add CI na.I r® a...rtl_lrr.FJ_a.ida 5.3tat . wi a SSs.em and Maor-0adaCaun1Y ade Ca.n.c.a (NO_N CLICK H ERLKH .��A, _ CD 0 � Cn FL#2355- FL#10446-R6 L#10456-R r _3 `V 9116' and heights ranging from 4.5116 to 11'. Concealed flange -0 Sea # Product Model, Number or Name Product Description Sea # Product Model- Numberor Name Product Descdg2.on ,Sege Product Model. Number or Name Product Deserjptien version (HUSC) available for models having width equalto or 0 0ja 1 Titen Stainless Steel Concrete & Masonry Screw (TTN-SS 114 diameter Titen stainless steel masonry screw 1 A21 A2$, A33, A34 A35, A44 Angles 1 BT, BTB, BTH BrickTles greater than 3 9t16". � L_ L 0 0 2 APA21; APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CM$T14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from -7/8" to 3- Q C 3 APB44, APB44R APVB66, APBWR, APBSB APB88R, APB1010 APB101 OR, APV244, Outdoor Accents Post Bases 3 CS14, CS16, CSI8, C520, C522 Coiled Straps 518" and heights ranging from 9-114" to 16". 0 U_ = _ FL7i9$89 R6 APVB4414, APVB66, APVB66R, APVB&B APVB88R, APVB1010, APVB101OR 4 CSHPIB, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.53-SIDS, LGU5.25SDS Face -mount hangers (� := 14.- 0 CIO 4 APDJT2-4, APDJT2R-4, APDJT2.6,;APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26,LU28 LU210 Face -mount hangers co 0 U) -0 7 Sea # Product Model. Number or Name Product Descriptlon APVDJT2R-6 6 DSP, SSP TSP Stud to Plate be 15 LUC26Z, LUC2107 Face -mount hangers , 0 1 SDIO112DBB Outdoor Accents Connector Screw 6 APHH48, APHH46R, APHH610, APHH01OR' Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3; HB, H7Z HIO, H16S, H16.2 H16,2S HutricansTles 15 UJIS series hangers Face -mount hangers available in widths ranging from 1 9116"to 4- (3)L_ Q� L- CL 2 SDg112 SD9212-,SD10112 SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6 APT4 APTB, APVL4, APVL6, APVT4 APVT6 Outdoor Accents L and T Beam-Wo ColumrtTies 8 HGT 2, HGT-3, HGT 4 Heavy GirderTiedown 518" and heights ranging from 3" to 10-1:5116". (� 0 D Q a SI7911285, SID92128s' $bong -Drive SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210. APLH21OR Outdoor Accents Light Hangers 9 HS24 HurricaneTis 17 MGUS,83-SDS, MGU5.25-SDS; MGU5.60-SDS, MGU5,62-SOS, MGU7.00-SDS Face -mount hangers C 4 22 14 SDCF22434, SLX;F22512, SDCF22614, SDCF227D0 SDCF22858, SDCF 10 Strong -Drive r-GFSdrew ng e 8 BVLZ YickVeneerLerJ Ledger B g 1O HSS2,5651•.S,HSS2<2•SDS3 HSS2�3-SD53,.HSS4•SQS3 Heav'StudShoe. Y 18 a M!U series hangers �_ Face -mount hangers avaiable m widthsrangirig from f 9/16' iA � � � . _ U) Q SDCF221134, SDCF221384, SDCF271958, SDCF272358, 9 CBT2Z;'C8T4Z Concealed Beam Ties 11 HST2, HST3; HST5, HST6 Straight Straps I18":and heights ranging from 6-15116 to 19-10. 5 SDCP22434,SDCP22512,.SDCP22614, SDCP22700, SDCP22858„SDCP22$12, Strong-DrlveSDCP Timber-CPScrew 10 CJT3Z,CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS2$,,HTS30, HTS30C. HeavyTwlstStrap 19 MUS26, MUS28 Face -mount hangers SDGP221100, -$DCP221134, S0CP271400 II DJT14 Deck Joist Tie 13 HTSQ16KTZ;, HTS020KTZ Heavy TWstStrap 20 SUR SUL: SURG SULG series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27490, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9116" and heights ranging from 3.1116" to I M/4", rite 7 SDS25112, SDS25134; SDS25200,-.SDS25212,-SD52530D 6D525312; SDS25412,: Shong-dove 5D$ Heavy -Duty Connector. Serevv 13 FC4. FC6 Framing Claps 15 LSTA9, LSTA12 LSTA15; LSTA1$,: LSTA21; LSTA24, LSTA30, LSTA38 i Straight Straps Concealed flange version SURG SULG available for doubt g n ( ) II a SDS25500, SDSmua, SDS2580O 14 t=WANZ Foundation Wail Angles 16 LSf149, LST173 Straight Straps 2X and 4X models; only acute filange is concealed, 8 SDS251128S; SDS252DOSS, SDS25212SS, SD5253OOSS, SOS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 15 GA1 GA2 Gusset Angles 17 LTB20 LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging -from 1 9116" to 9 SDWF2716. SDWF2720, SDWF2724; SOWF2726, SOWF2130 Strong -Drive SDWF Floor-to-FloorScrew16 H2A, H2;5T, HS• H10A•2, H1OS, H14, HGA10 Hurricane Ties: 18 LTS12. LTS16, LTS18; LTS20 LightTwiatStrap 6"and heights ranging from 2-5/8"to 11.114". 17 18 HCJTL HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST271 MM7 MST46, MST60 MST72 MediumGlyderTledown Straight Straps FL#10007-R8. 19 I(BSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12; MSTA15, MSTA18, MSTA21, MISTA24;.MSTA30, MSTA36 MSTA49 Straight Straps FL#10667,R6 20 L30, L50, L70, L99 Angles 22 MSTC28, MSTC40, MS C52. MSTC66 MSTC78 Straight Straps Sea # Product Model. Num beret Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6663 Pre -Bent Straps Seg # Product Model- Num beror Name Product Descrlgtian 1 ATR318, ATRi12, ATR5/8,,ATR3/4 Threaded Rods • 22 1-830, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST136, MSTI48 MSTI60 MSr172 Straight Straps 1 BA series hangers Top flange hangers available in Wdths ranging from 1-9116" to 7- 2 ATUDS ATU06-.2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12; MTS18, MTS18, MTS20, MT524C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to,3Q 3 r BP318-2, BP7J2, BP112-3, BP5l8-2, BPotB-3, BP314, BP3/4.3; BPRTUD3-4 Bearing Plates: 24 LSSJ26LZ, L5SJ26R2;;iSSJ28LZ; LSSJ28R2; LSSJ210LZ, LSSJ2I ORZ Hanger Field AV)ustalla Jaak Hang 26 2x - 2 .k1 -„ G 0018 CA2x 2-16 I�(CA 1fl 1 CA2x12 12 NCA2x8 16, N A2x , N 1 Bridging g ng 2 DGBF series hangars „ - Top flange hangers avalla5le m wrdtNs ranging from 9 518 to 7 4 CNW3/8: CNW112. CNW518, CNW3/4, ONW5/8-112, CNW3/4-518 CeuplerNuts 25 LSSRI..81, LSSR2.1, LSSR2 37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12. RCWB14 WaitSracing 1/8" and heights ranging from 9AN'to 241, 5 CTUD55, CTUD65 CTUD66 CTUD75, CTUD76, CTUD77, CTUDST GTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series Bangers Top flange hangers available in Widths ranging from 1 -1 al to 3- CTUD9%CT1JD99 27 ML23Z, ML24Z, ML26Z ML28Z, ML21OZ Angles 29 RSP4 Studio Plate Cornector 578" and heights ranging from 7-114"to 24". 6 N3; N4, 1,15, N6 Heavy Hex Nub 28 MMHB Roof Tie -Down 30 SP1 SP2, Slo4i SP6, SP8 Stud Plate fife 4 DGHF series hangers Top flange hangers available in Widths ranging from 1314" to 3, 7' RTUD3 RTUD313, RTUD4, RTUD48, RTUDS RTUD6, RTUD7, RTUD8:. Ratdheting Take Up.DevIce 29 MMHC Hinged; Roof Connector 31 SPH4,SPH6, SPHB: - Heavy Stud: Plate Tie 5/8" and heights ranging from 9-1/4" to24'.. 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLUl211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2 v, SS3, $S4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers avallelpe in Wiltha ranging from :4K'tc @• 9 TUVV38 Take -Up -Washer 31 RBC, RBCP Roof' Boundary Clips 33 ST9, ST,2, ST18. ST22, ST292, ST2122, ST21`151 ST2215,.:ST6215 ST6224, ST6236 Straight Straps 7/8"and :heights ranging from 11"to 32-112". 10 URS3 3/B' Uplift Rod Run Tiedown System p.'. 32 RST-3 Roof Tie -Down 34 TB20 TB27, TB30. TB36, TB42, T6413T854, TB56, TB60 Tension Bridging 6 EGO series hangers 9 Tapflange hangars available in widths ranging from 3-518" to 7- 9 g 9 g 11 UR54 112" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, I RTC44 Rlgld Tie Connectors 35 TWBiO TWBt2 TW614 Wall Bracing 114" and heights ranging from 11 114' to 32". 12 UR56 5f8' Uplift Rod RunTledown System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7181' 13 URS6 314' UpliftRodRun T'indovm System 35 TJC37, TJC57 Truss Jack Clips 97 WBI60, WB106C, WB120, WB126C: M143C Wall Bracing; and heights ranging from 8.112 to 28'': W Z2, Z4, Z44 Panel ,Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 11S" and heights ranging from 11 'to 32". FL#10441-R6 FL#110531'115- 9 HB series hangers Top flange; hangers available in widths ranging from 1-9116" to 7-- FL#40447-R5 112" and heights ranging, from 8" to30", sea # Product iylodel, Num ber or Name Product Description sect # Product Model. Num ber or Name Product Description 10 HGLS series hangers Saddle hangers available in widths. ranging from 5-14, to s-M,, 1 DTT2 Hold-down Sea * Product Model- Number or Name Product Description 1 CBHZ:37x5.5; 0BH2.37x7,63, CBH2:37xg,75 Concealed hangers and: heights ranging from 10-11T to 28". 2 HDC1014. HDCIO/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU DHU, DHUTF series hangers Face -mount (OU, DHU) and 'top flange (DHUTF) hangers 11 HGLT series bangers: Top flange hangers available'in widths ranging from 3-114" to 8- 3 HDO6, HHDQ11 HHDQ14' Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag:Strut Connectors available in widths ranging from 1-9J16"to 3-9118" and heights 7/6" and heights ranging from 7-1tZ'to 32'. 4 H131-12,HDU4;HDUS;HDUB,HOUII;HDU74 -down Hold-down 3 GBC Gable Brace Connector from 9-1/8"to 23.15116": 12 HGLTVseries hangers Top flange hangers avallableinWidths ranging from '3-1/A"io7- 5 HPA28 HPA35 Strap -style purlin anchor 4 HCP1.81; HCP2, HCP4 Hip Corner Plats 3 HGU3.63-80814GU5,25-SOS HGU5,50-SDS, HGU5.62-SOS, HGU7,00-SDS, HGU7 25- Face -mount hangers 118" and heights ranging from 14" to 33". 6-. LSTHD8,. LSTHD8RJ Strap -style hold-down -5 HHRC2-2, HHRC42, HHRC42=2, HHRG411.81, HHRC44, HHRC525Y3.25, HHRC5.3713.1Z Heavy Hip toRidgeConnectors SDS, HGU9.00-SDS 13 HIT series hangers Top filange Mangers available- in widths ranging from 2:5116" to 3- 7 MASA, MASAP Foundation anchor strap: HHRC66 4 HGU$ series hangers Face -mount hangers available in widths ranging from 1-5/8"to 7. 9/16" and heights ranging from I8! to 26''. 8 MPAI32, MPAI44 Strap -style purlinanchor :6 HRC1 81,.HRC22 Hip Ridge Connector - 3/8' and heights ranging from 5-5115'to12-718", 14 HUSTF:series hangers Top fingejoisthangers available in widths ranging from 3.118"to 9 PAIS PA23 PA28, PA35I PA51, PA68 Strap.stylo purliri anchor 7 LRU26, LRU28 LRU210. LRU212 Rafter Hanger 5 HHGUS 25-SD3 HHGU5,50-SDS, HHGU5,W-SDS, HHGU7 G, "PS .HHGU7.25-,SDS, Face -mount hangers. 3 9H8" and heights ranging from 5.318' to 1 D PAI18, PAI20 PA128. PA135 Strap -style purl,n,anchor 6 LSU26, LSSU28, LSSU210 Light Skspeable/Sketivable..0 Hanger HHGU9,06-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16 toy- 11 STH010 STHDiORJ Strap -style hold=dawn 9 TSE4, TBE6 Truss, Bearing Enhancer 6 HHUS26.2 HHUS28-2, HHUS210.2, HHUS46; HHUS48, HHUS410, HHUSb-50/10, Face -mount hangers, 112" and heights ranging from3-7116' to15' Concealed flange 12 STH014; STHDI 4RJ Strap -style hold -clown 10 TC24: TC26, TC26 Truss Clip HHUS7 2W10 version (HUCTF) available for all models having vvidth equal to or 11 THAN, THA213, THA218, THA215.2, THA222-2, THA413, THA41 8,THAC418, THA422, Adjustable Truss Hanger 7 HSUR HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". THAC422;.THA426, THA422-2, THA426-2 118 to-5-118' and heights ranging from 4-314" to 1 u-314"- 18 HWP series hangers Top flange hangers available in widths ranging from 1-W16" to 7- 12 THAI1 81/22, THAl2.06f22, THAl2.112Z THA1222, THAI322, THA13522, THAI422 Adjustable Truss Hanger Sized for Worsts Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.316" to 28'.. 13 THAL422; THAR422 Skewed Truss Hanger double;2X and 4X models, only acute flange is concealed 17 HWPH series hangers Tap flange hangers available in widths ranging from TSi1'8' to 7- 14 THJA26, LTHJA25, LTHMA Multiple Truss Hangers 8 HTU25, HTU2$, HTU21'0, HTU26-2, HTU26 2, HTU210 2 Face -mount hangers 1/2" and heights ranging from 5-318" to 32'. 15 THJM2 4SDS3, THJM2-5SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU HUC,series hangers Face mount hangers available in.widths idths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available In Widths ranging from 1-9/16' to 3- 16 TSBR2.24 Truss Spacer -Restraint 1/2 and heights ranging from 2-718," to 19.114" Concealed flange 5/8" and heights ranging from 9.1 /6" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all modeis having width equal to or 19 gels JS series hangers Tap flange hangers available in width of 1=9/1fi" and heights 18 VTCR Valley Truss Clip greater than 2-9116". ranging from 5.318" to 7-14'. 10 HUCO1 81/9SDS HUCQ1.81111-SOS, HUCO210-2SOS, HUCO2103SDS HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available In width oft-9/16" and heights SDS, HUCQ410-SDS,,R1UCQ412-SDS HUCQ5.251g-SDS, HUCQ5 25f11-SDS HUC0610- ranging from 9-3/16" to 13-118". SDS, HUCO61Z-SDS co ' i - - -'- Simpson strong -Tie 2620 FBC Approver Products Approved U dated 1zr30/2020 p • u� - .. Simpson Strong Tie 2020 FBC Approved Products date 2PS 12020 Updated i 0 ,..,. •. - Simpson Strong -Tie TIe202Q. FB.0 Approved Products p 9 pp Updated 12/30f2020 • � Simpson son Strong -Tie - it':,. . row mp g T 2020 FBC Approved Products Updated 12130/2020 "For d (od links icall SSTepprovals listed belam,. CLICK HERE: Far dkeet Anks to all SSi approvals tsted latex, CLICKHERE. 'Fa direct Inks io all SST at detect balav,. CLICK HERE. information Statewide '-0aunty Notice ®Fa dkeet Inks to at S3T approvals listed berme, CLICKHERE. -.. a Fa additional infoman regarding Floda,s.Statewide Product Approval System Marr-Dada County NWaeaf Pccptanca (N A),.LUCKHE, For additional information regarding Fladas Statewide Product System and Mar -Dada County Uwe rAcceplanca NOA},CLICK HERE For art regdr1gFlcasStaPrpduCtApprwa15Ystem ald.MarrDad ite Of'AcCe pr.a_n..ts {N A), a For additional Information r!Aa,rd,.org Plodders Statewide ProductApprcval System and Mama -Dade County Notice of"Acptance-{NOA),CLCKHEE, O 21 LB series hangers Top flange hangers available. inwidth of I-8118' and heights FL#11466-R5 IS SILBVI 56, S1LBV1.81, S1LBV2.06, 5A.BV2,87, S/LBV2 56, S/_BV2.68, SILBV312 Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3b6" to 15-118" 811-13V3.68, S1LBV3.62,..VLBO'406.5/L8V4,12; 8ILSV4:28, wLBV4.75; S/LBV5.50 6_ Strong-Bolt2 (STB2,:STS2.4SS, ST62.6SS) Strong•Bolt2 Wedge Anchorfor concrete available in carbon 22 LBAZ series hangers Top flange hangers available in wadthof 1-0/16"and heights §W Product Model. Number or Name Product Description 19 S/LTT20, SIDTT2Z, S/HTTI4, HTT4, HTT5 Holdowns steel and Types 304 and 316 stadnil steel ranging from 9-3118" m 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S1MST60, SfMST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CCS THD-CSGSS) Titan HD Heavy Duty ScrewAnchorfer concrete and masonry co 23 LW3, LEGS, LEG7 series hangers Top flange hangers available in Wdths ranging from 3-1/4" to 6- 2 HRSB, HR58,.HRS12 Strap Ties 21 'SP4, SP6 Stud Plate Ties avai'labie wfth hex head in carbon steel and Types 304 and 310 7/8''and heights ranging from V'to 331112", 3 HUOQ210-2-SDS, HUCO210 3-SDS, HUCQ310-SDS Joist Hanger 22 SSP DSP; TSP Stud Plate Ties stainless steel, or With countersunk head in carbon steel and 24 MEGS MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG83, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging > rom 9" th 32-112. 5 THGQ2SDS3, THGQ3-SDS4,5, THGQH2SDS3, THGQH3SDS4.5, THGQH4-SDSB Joist Hanger 24 TOD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC THD50934RC) Titan HD Threaded Rod Coupler for concreth 25 MIT series hangers Top flange hangers`avaiable in widths ranging from 1-9116" tD 5- 6 THGW33, THGW3-4, THGW43, THGW44 Joist Hanger 25 T.JC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titer HD Threaded Rod Hangerfor concrete - 118" and heights ranging from 9-114'to24". THD50234RH, THDf0212RH) 26 PF; PFB, PFOB, PFDS8 series hangers Top flange hangers evallabte:in width of 1-9/16" and heights 10 Wedge All (WA) Waage -All Anchor ftu masonry ranging from 3.34'to 7-11S!. FL#1 11473-115 FL#13904-R5 2T RR Ridge rafter connector 28 WP series Bangers Topfinge hangers available in widthle ranging from I.Wl6" to 7- Ind Product Model. Number or Name Product Description Sec # Product Model- Number or Name Product Description FL#16230-RO - 'Ilaand heightsranging 9-1W'to 32'. 1 DETAL20 Double Embedded Truss Anchor I CCQM362-SDSHDG, CCQM4.62-SDSHDG, CCQ105-50-SDSH13G, CCTQM3 62-SDSG, Masonry Pier Ca,ps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4,62-SDSG CCTQM5.50-SDSG, CCCQM362-SDSG. CCCQM4 62-SDSG, Sea # Product Model. Num bar or Name Product Description 3 H76, H16S, H18-2- H16-2S Hurricane Tie CCCQN B,50-SDSG 1. AT-XP AT<XP High-Shength ,4cryhc.Adhesive forconcrete`ormasonry ° FL#10860-R5: 4 HETA12, HETA16, HETAW, HETA24, HETA40 Embedded Truss Anchor 2 E0-CLQM3.62G-KT, ECCLQM4.62G•KT, ECCLQM5,50G-KT, ECCLLQMD3.62G-KT Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HEfAL12, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT; ECCLLQMD.15LOG-14T, ECCLROMD3.62G-KT, ECCLROMD4:62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # PTaduct Model. Num rot Name Product Description 6 HGAMiO, HM9 Masonry retrofit connectors KT, ECCLRQM05 50G-KT 4 Strong-Bolt2 (5TB2) Strong-Bolt2 Wedge Anchorfor masonry 1 ABA44 ABA44R ABA46, ABA46R, ABA66. ABA66R Adjustable Post'Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7 25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Then 2 Screw Anchor for Concrete 2 ..... - ,. ABU44 ABU44R, ABUd6; ABU4�; ABUS-5, ABUS-6;. A6U65, ABU66 ABUb`6R, ABU88, ,, Adjustable Post Base 8 r LGT2, LGT35DS2,o, LGT4SDS3 GirderTiedown 4 - -.: ,....-. LGUM2f> LGUM26.3.LGUM213.4 LGUM28-2 LGUM283 LGUM28.4 LGUM210.2 � Masonry Beam Hangers Y g 6 Titen D• SS' D- T n HD (rH H4 ,THD H$SS, TH C5655j .. , Titan HD Heavy Duty Screw Anchor for concrete available in 304 ABU$$R, ABUIOID ABUf01OR, ABU1212, ABU1212R: 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUMI210-4, LGUM48;:LGUM48; LGUM410 or 316 stainless steelwilh hex head, arid $16 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, A8W7.7 Adjustable Post Base 10 META12, META16, MEfA18, META20, MEfA24, MEfA40 Embedded Truss Anchor 5 MBHA31219.25, MBHA3.I2111,25, MBHA3.SW.25 MBHA3 56/9 25, MBHA3.56/11.25., MasonryTop FingeBorn Hangers countersunk head, d AO4, AC41`, ACE4, AC6, ACBR ACES Post Cap: 11 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.58/11 68, MBHA3 56l14 MBHA3 68116,MBHA3 56118 MEHA5.6w.25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BCB, BCS2-2M, BC823/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSWO Twist Strap for Masonry MBHA5570/9.25 MBHA5.5W11.25, MBHA5-SOI11.W, MBHA5.50/14, MBHA5-50/16, 6 CB44, C1346, 0648, CB8$, 0968 Embedded Column Base MBHA5.501180 7 C8SQ44-SDS2, CBSQ46-SDS2, CBSQ66-8DS2, CSSQ85-SDS2, CBSQ88-8082 Embedded Column Bass 6 MBHU3,56/9.25, MBHU3;56111,25, MBHU3.56111,88, MBHUS.W14, MBHU3 56/16 MBHU3.56118 MBHU5,5019 25, MBHUS 50/11 26, MBHU5.50/11 88, MSH U5.50/14; Masonry Beam Hangers FL#IW37-R3 /^ 11 8 CC, ECC, ECCU Series Bokatl column caps with W1 ranging from 3-114" to 9.1r2" and FLIM 14WR5 W W2 ranging from 3.51$' to 7-1/2° MISHU35011'6 MBHU5.50/18 $en u Product Model, Num bar orName Product Description 9 CC4•SDS2 5, ECM-SDS2 5 Series: Screwed column caps will WI ranging from 3-1'/4° to 9-1/2" and §2 rod Puct Model. Number or Name Product Description 1 X3491016 5K X1S1016, X1 B1,016.4K, X01 Sl016, XQ1 B1016-4K 41 OAS Strong -Drive XMetalSelf-Drilling, Tapping Screws with #3 W2 ranging from 3.518" to 7-112" 1 DTT1Z Deck Tension Tie Drill Point C 10 CPT44Z, CPT66Z, CPT86Z Concealed Post Tie Base 2 HD12; HDI9 Bolted Holdowns FL#13975-RB 2 XLQ114T1224, XLQ114B1224-2K 412:24 Strong-Drive,XL Large -Mead Metal Self -Drilling, Tapping 11 EP844A, EP844 EP846,, EP666' Embedded Post Base 3 1­0313, HD5B, HD713, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT53/4 Tension Ties Sag If Product Model, Number or Name Product Description -Drive 3 XMQ114S1224, XMQ114B1224 2K #1224 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, L0966 Embedded Column Base 5 LTT19, LTT20B, LTT13I Light Tension Ties I SDW22300, SDW22338 SDW22433,,SDW22458 SDW22500 SDVV22600, SDW22$38, Strong 8DW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LRC62 Light Post Cap SL1W22634 4 XO114S1224 XO114B1224-2:5K, X11451224; XO112S1224, XO11261224-2K #1224 Stroh Driva)CMatatSeiF-Orillin 9- g, Tapping Screws with fib 15 MP644Z, MPBeez MPB88Z Moment Post Base: 2 SDWC1545Q SDWCI5800 Strong -Drive SOWC TRUSS Screw Drill Point 16 PB44 PB44R, PB46, Psee P866R Embedded Post Base 3 SDWH193000B, SDWH1940ODB„SDWH19600D8, SDWH198OODB, SDWH19100ODB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU34B1016-5K 410-16 Strong -Drive XU Metal Self -Drilling: Tapping Screws wth 0- IT PBS44A, P138461 PBS66 Embedded Post Base 4 SDWH27400G. SDWH278OOG, SDWH27800G,.SDVrH271000G SOWH2712DOG Strong -Drive SIDWH TIMBER -HEX HDG Screw #1 Drill Point 0- 18 PBV6, PBV10 Round Post Base 12a 1 Product Model. Number or Name SBSISx24,S13718x24,S81x30 Product Description SBAnchor Botts 5 6 SDW$16213, SDW516360, SDWSI6312, SDWSI0400 SDWS19600,.SDWS1971ZSDWS2240DSDWM-',bOSDVVS22512,SDWS226O Strong-Drive"SDWS FRAMING Screw Strong -Drive SOWS TIMBERSaew(interior Grade) 18 P044-16, P17-46-16, PC48-16" , F'C64.16 PC66-18; E10044-16, EPC46-18; EPC48-16, EPC64-16, EPC6616 Post Cep 2 SSTB16, SSTB20; SSTB24, SSTB28, SSTB34, SSTB36; SSTBi 6L, SST821L, SSTB24L, SSTB Anchor Batts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO �� 20 PC4Z PC4RZ P062, PCBRZ P082 PCBRZ; EP.C4Z, EPC44RZ, EPC6Z, EPCBRZ, 6PC8Z, Post Cap. SST628L 7 SDW522300DE SDW522400D6: SDVYS22500DB, SDW522600D6, SDW522800DB, SDWS221OOODB Strong -Drive SDWS TIMBER Screw (Exterior Grade) "F"A EPC8RZ Sea # Product Modal, Number or Name Product Description 21 PPS44.4Z, PPB44-BZ Post Base; 8 8DWS22312DBB, SOWS2251208B Outdoor Accents Structural Wood Screw 1 DSSCB43:5; DSSCBAB, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Past Bass FL#13872-R4 9 SDWS2730OSS,SDWS2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43-5,.FCB45,5, FC847 5 FC849:5 FC6411.5 Bypass Framing Fixed -Clip Connector SDW527100DSS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1015-5K, FPHSD34S1214, FPHSD34B1214,FPHSD34B1214.5K #10-16. and #12-14 Strong -Drive FPHSD Framing-M-CFS-Self- /�� 'V SSe X Product Media],NumberorName Product Description 10 WWV13400 Strong-DriveSDWVSOLETO-RIM Screw Dniling,Tapping Sere" FL#10866-R5 1 2 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, GS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24; FHA30, MSTI26, MSTI36, Coiled Straps Straps 97 mil (12.ga) 11 5TN22 Outdoor Accents Hex -Head Washer 4 5 LSFC2 25, LSFCr125: LSFCB-25, 8FC2 25; SFC4.25; SFC6:25 L-SSC4.25, LSSCS.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, Steel Framing Con nectar Steel Stud Connectors Sea -#. Product Model. Number or Na rna Product Description MST148; MSTI60 M$TI72, S/MST27, S1MST37, SIMST48 MSSC4,25KW MSSC6:25KW 1 FJA FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#1:5363-R3 :6 RCKW3, RCKWS 5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30. LSTA36, LST149, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 go) 7 SCB43 5, SCB46 5, SCB4T5, SCB49 5, SCB411 5 MSCB45:5, MSOB47.5 Bypass Framing Slide -Clip Connector 3 GH46S GFi46-.8 GH48-6, GH48-S;;GH410-6, Gh1410-S,,.GH66 8, GH66-$ GH6S-&, GH68- Girder Hanger 8 5 LSTA9. LSTA12; LSTA15, LSTA18, LSTA21, LSTA24, 57292, ST2122, ST2115; ST2215 Straps 33 and (20 ga) e Sea # 1 Product Model. Number P�.c4si AS 1$, AS 1885, A318S6 ProductAescription 8 S - - -' - SC 32 5197, SCS62 5i97, SCS@2 51118, 5CS82 5/118 Bypass Framing Connector S, GH610-6, GH61D-8 6 LSUBH3:25, SUBH3 25, MSUBH3.25 Bridging Connector 18 ga.. Truss Plates 9 SOVY3.25 SCWS.S Head -of -Wall Slide•Clip Cornector 4 GLBSA, GLB5B, GL65C, G1.651), GLWA, GLB7B, GL87C, GL87D Gluiam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20H5 20 g% High Strength Truss Plate 10 SJCB 25 SJC10.25, MSJC8.25, MSJCI0:25 Steel Joist Connectors CJ 5 GLBT512, GBLT612 C3L6T516 08LT616, GLBT526, G61-T620 Glulam Bearing Plate 8 LTS12, LTG16, LTS18, LTS20 Light Twist Straps 3 AS•20 20 ga. Truss Plate 11 S9133.51 a Bypass Framing Slide -Clip Strut Connector 6 H BAGL, H H GLBB GLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36 ST52151 ST6224, ST9, ST12. STI5, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH78B1414 #1444 Strong -Drive XLSH Shouldered Self- Drilling, Tapping 7 _ HOT-2, HGT-S, HGT"4 Heavy GirderTiedown 10 MST066, MSTC78 ST62'38 Straps 68 mil (14 go) Screws L1J 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSi6, MTSI8, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016, XQ1B1016-4K X01S1214, X0181214-3.5K, X07851224, XQ78B1224-3K, 410_16, 412-14: and 412-24 Strong-Drive-X Metal Self -Drilling, 8 URFP` Universal Retrofit Foundation Plate 12 S1B1.56, S/61,81, SIB2.W, 8162.37. S(82.56, SIB2 68, 0133.12, SS6356, 5/83 62, S/B4 06; Top Flange Joist Hangers FL#16130-R4 X0114S1224, XQ1I4B1224-731<, X0112SI224, XQI I2Bi 224-21K. X346101&5K, Tapping Screws G� SO4.12, S104.28, 5te4.75, S1B5.50 X181016; X181016-4K; X1S1214, X7B1214-3.5K 13 srBA2.12r8 SIBA2.12/10, S/BA2.12J12, SIBA2.12M4, SIBA4.1818, S1BA4.1$110, Top Flange Joist Hangers Sea Product Modek Numberor Name Product Descdgt pn Z SBA4.1aflZSIBA4,18114 I Ei'-HP Adhesive Anchor for concrete Z 14 SM1A Hurricane Tie 2 GAO GDP, G.DPM-50, GDPM-75 GDPM-100, GDPS, GW-50, GW 75, OW-100, GTH Ga"cluated fastenersarid assemblies: 15 S/HD83, 8i1-1086, S/HD10S, S/HDi08, S/HD15S, SMD15B Holdowns 3 POPA, PDPA-K, PDPA MG PDPAT, PDPAT-If PILAW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SHDU4, "DUG, SHDU9, S/HDU11 Holdowns PDPAWL-MG, P8VL3,:PSVL3-K,PCLDPA, PECLOPA, PTRHA3,. PTRHA4 -i IT S+JCT, SIHJCT Joist Hangers 4 SET�3G Adhesive Anchor for concrete n- SHEET NO. q. 1.2 r I a I *ft."