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HomeMy WebLinkAbout39752 Harvest Creek Ln0 N CD 0 N® 0 m ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or 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 Handier Unit FR DR French Door RECEPT Receptacle ALT orALT. 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 KIWALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Doi. 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 LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P, Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W1 or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood 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. Mr. 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 ADDED VAULT. CLG. 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-19-20 5.0 FBC 2020 CODE UPDATE CITY )F�; I „ �, ! 'v y 1 r r9 1d I NATION�iA' ECT t� AA1t='i� �i,c ,z ORDINANC00, I ZIP, .11 S IUI 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL 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 I 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. L C�� I FLJI— 3c�0 C0 _ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q $ 0 co tp m O N N 0 LL Y ,n °D N LL w a. N a �rrw uM� LL a Y vS v> J LL LL, o. aw, Z_'o �o Q'' W��pj6' r o o w @ W rr O -J Z 00 a M Z y 0 Zp N U c�� 3 uvi z N o z n z a J lii z a C.7 0 m a--+ tT3 U W O N W o C w uss U W J L � zI--- I U r~ Cn N M AW o m w C13 M m o g Z E E-4 OV wo w= ❑a (6UO C Q o E — X U �< ao o o o a w� cV L wo ¢o (� U �m<w m� O Z OZ Q) �a cn C oM Z go _ CL O d Z 0 w Z w 0 �T IIIiIIIIIIII' o V z¢ ' a 01 0 =o 0 = E L6 L °1 W m C7 \ c° M 04 .-. (3) o ^, o m U Cfl W U CD L N T cc O 0) .� = N r n N CO 1-- M o Z Z E O �; c a U � Q p � JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. C S OU) Cr MW TYP @ 1 STORY / A 1 65'-0" A OWNERREE CA - -ET CLG.■�i'■■■■■!�■ I ' . - OWN '.'�•�NI:;�Nt�NMNNMI _ ' 1 HANSON DRYER ■■�� - 11 ,l • - � .� _ ` ■���■' ■I 1 2:12 VAULTED CLG. AH cm FAMILY R M R.A.G. 9'-4" CLG. CARPET lk 23'-8" io T-10" BUILDER TO CO PROVIDE W.N. `V APPLIANCE p PROTECTION 2_6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-0$" -EDGE OF SLAB 2" BEYOND WALL DK S3 I 11 I L--J JL I I I I i --------------- R&S i. 2668 4'4" 1 V-711 6-10" iv 4'-7" 8'-8" iv 5'4" I I 5068 B.F. I OPT. I 1 I '------------------- - - - REF.- BEDROOM 2 PATIO CAFE �' c------------] - 0 W r---� 8'-0"CLG. oCLG VAULT. . r I D.W. I o o :3 I I CARPET U) CARPET I Q c�i > U 3L - :, - $ a l b O �' SINKwl ISP I r � i' 21'-2" 2'- " 2'- ' 10'-4" Ilk "' TI E �0`5 P NT Y wRANGf 0oF T L .,n_36 L00i 36(Q-5-SH I O 0 --- ` 16" DEEP . M. 25-SH EGRESS 0 A K �3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - 10'-1 HDR AT 7'-4'_ -:: Tb� '> i d' BEDROOM 3 8'-0" CLG. CARPET 10'41" 15'-1 1 (------------ I I I II I I I I I 1I I O I O I o l l O = I cr I O0 I I I X I � I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. AS3 j�S3_LG.T. - CL a to N 05 0 W I u IO2 m 1 LY = 00 I r o I 25-SH EGRESS 0 ■ 2668 5'-4" FIBERGLASSASS SURROUND' V-7" 3" V-4" 1 7-7" KP@ S4.GNARAGE OPENING F_:I di U) � L6 M� O W TYP @ 1 STORY / A 1 io C1 in HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 4 X 71 4 S.H. 11­12 271/4X26 26X254 S.H. i H3 27 1/4 X 38 J 26 x 3711 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable Window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" ® +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 OG SN SHEET OH SEE SN SHEET 140 MPH ii NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 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-Bl EXT FRAME 2 x I R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: %4"=1 '-011 (GARAGE / LIVING) o O 61 k, 4 g f G �'C Ft!jlf Apt• o�l�`+� � d J r ou m.♦ LO�* o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q U) "r E o roi 8 ro r N 0 O CV J W, N# t W W rn�[-�_ w a LL a a co V Y co LL LL a. L ra z hoc �y 1b 3m o� W ' N CO 0' O J (S2pjO'ca Z LLW n L m Z cr 0 O N ¢ U � °" Z ❑❑❑ W � z M N04 z � � z o� Q J wv) N z QX Lu O-� Ln Ln W g as U 8 o, =ice = L v c � Y 0QI� i14 o w M o Z LL EL =o o� o w WCU Y Z® o a I- _CLp¢ XO 0O o O E N ap ¢o a ¢� (Q W =< z O 0, W z J b Ez U Cl)o� r z go U <o o0 �k 2i W o Will Cfl r w .5 a r 3 NO > L.n iu cc 0./ \ cc J ce) O 0 �I, m U C4 W W a� CJ r cc Q T T � T U')cM N a z Z E O �; 03 a E 0 U � Q p JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE CABINET O0 cr �H o U a O > CN > M CV co M Nt I co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER 0 CV FIN. FLR. KITCHEN KITCHEN O 00 0 n 0 M O M 0 00 TIN 1 h 9 M MIRROR 0 OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD Q TOWEL BAR IN a TUB OR SHWR. Cr w TOWEL BAR a ON BATHROOM WALL SHWR. o = VALVES _ TW o I� 2 1 C1 SOAP CD Zo o DISH U I o `n o _ I 1 I co M O TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS OWNER'S BATH 0 n INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT BRACKET it CLOSETS / LAUNDRY O 36 H BASE FINISHED CABINETS- 0 COUNTER TOP 30" H BASE -1 CABINETS - 00 U_ rIN — 1 iO a V-2" (° O 2x T a U 00 FRAMING r�N o 1 1 T (-) zo T 1 1 /2" GYP `0 -1 BOARD FIN. FLR. r 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"= V-0" CV CV FIN. FLR.j JLJJ j CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 n o = C �u l�Py _<1 O .o FLO.•b s�s,ri f�ffEfffftfEtt��t���`�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ao Lo E ti co <o ax 8 V O ry ry.. G U! t u; W N Xk L, w W F- rr -° w a a uu. �Mo � , a Y Z CILN co w w a o L o O ~ w �.�N o C O W��°'°' ¢ 0 a Z co Lr) M Z rn p VJN Z OU ❑ ❑ ❑ W z N M o z N z � � � d J n_ N04 V O W a .-- U O_ (6 r•— cn U w m 1— J E m i L 9� �Q • I U o �+ c u) � Q N �� 0 W M o Z < J LL QC C E OUtj zo QO wz � Zo <N Z® oa F- u� U a� oo o� o CN ¢� o G ww ¢ L rp C O < zY "� m g 0 0� N a ° aw �z o< w 50 az �w w <o o coa 2¢ OUP =O .s = >U) L � m m c� N `0 M CN U O 0 m Q) T = N 0) T (0 co LO "' 0 m Z E O � N _ f6 0 o U J 'Da m Q a=i J JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 2 Ano 0 4 0 0 0 m 0 HEEL T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS ao FINISH ON C.M.U: (TYP.) 12 5� V x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 12 5� I F.FL.— — — — — — — 1::1=71--------- 12 �5 ERR +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 12 A 12 5 7E El 1:1 FE71 0 10 D F71 co M 70 E 1:1 El 171 El FRONT ELEVATION - B1 12 ;�5 SCALE: 1 /4"=1 r-0" T-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 �5 i 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — _ T.O.M. LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" HDR HGT TEXTURED _ O CEMENTICIOUS 00 bo FINISH ON C.M.U. m (TYP.) — — _ F.FL. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 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 exteriorwall 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� a a tt = .�� CFj .� s cJly \ f `P(r1((tt,itilt����. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W av � E n O om co # 8 N `i 0 O N J N p Uhl J LL d ) N # W N 5�ad v�r-r- W a rn J W LL a.W Z 0 s m iO W��6j°' z .2 CT, O PW 5 '@ N CO Lr O J ¢ Q Z LLW Q a N Cl) Z 0: L O U Z 0 U A W ❑�❑ M L- z N o z z o J � N N N M Z v � o 4—, w 0 N w o c_ Cl3 U LLJ — $ f xis L 0 N OCD ti o w M o Z � J E E 00 tt QN z© co XO U 0OU O CN O K� <z o ¢o p O� wz L B� U N m� 'o o� Z m og Q W Z z go Q 2. ao rlNF �x� 0o �z qa 3 }o Milli mot- zzo < a 3 0 2 Q i N L m m n` W m O .- C I� co J M oo_,-� 0 „C1 0 U Cfl N r T� N_ v_ 2 T�T i� N Cfl n T LO r . M r E E N M z M C E Q (n co C a U Q o JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 3.1 0 co c a 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. Tr)hA _ - ---------- '-0" 12 5� HDR HGT. 1'-O — — — — — — — — ---- 1'-O° 12 5� 12 T-0" RIDGE VENT 5� 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —" 3'-10" _ 6-0--— — — — — — — ----------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1/4"=V-0" 12 �5 TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 3'-0" CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 E: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for 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. o C� n Q C� l� �.0ttii1111111 Ej®6 F L0 OR O F' 1 O 'f E S a "W011(!111W�1\ �,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. N IW- CD o r- O M c0 r *k ® ._ 0000 XL W M L, rn U)nti- J w a Q. ga) M Vim' Y m LL LL a W Z 103 EO O L S W W(nn�T (0 F y r 9 G O W m �O ca� DI IL'm Z cca co N M Z lY N O pvv�vvi Z M z N O o p�p z � N z � � M z IM (DN _ W m U O Ln �l/1U) w o c w .) U c W R J s e Irv. mp:., L U o C w d ¢ N ° ®® CA o � w M M z O Z Z U_ E 4N ai E 0 WO z® na (B �O XU UO �U ZCDGO O E a z QO r� az �J L B _ c U wm m� Fo aLL z� Z N <" aw �Z cf) U) o-. g° a� o w� �o NJO Z< a ti 03 N :) LO 1 �� L rn m ^, W cc cc CIO ° m U Cfl U CJ M C v, .� = N f r- I r--r, N LO M r- r- E c M o Z m Z c E O m c a U Q p JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 3.2 2" 2„ *NOTE: VARIES 1'-101, CAP CAP iv 1" iv FOAM TO BE USED 1" RADIUS ONLY WHEN _ 3 1/2" RADIUS 1/2" RADIUS M REQUIRED BY "`I COMMUNITY 3/4" RADIUS a N 00 - SPECS. IF NOT, � N cav `t DETAIL TO BE 1" 2" OPENING VARIES 2" �2-- 1" 1" Fol- BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES CIA -It TIN 1 _0 1' OPENING VARIES V-4" o VARIES M - 22 1, 1'-4" a f 12 VARIES I 1 1/2" RADIUS 41„ a - 2" 4" �'-4 �--� 2 1/2" RADIUS 3a' a MIV' IV IN `� 31 31„ = VARIES 12" z tlriii!!!P 1„ �� 1 JI t ^T� TIN 2' 2' 1„ 1„ BASE me BASE �\``� `, �vN a„ ; , _> L `7.a I `'� .•Jv � N•• • 4 ;• 4'� LU r *NOTE: VARIES 8„ 2„ 2 r�iai' Q'••.......••'' �� FOAM TO BE USED /R�J ES$`O\ \\ _ 1!)ill 3„ ONLY WHEN REQUIRED BY � COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES DETAIL TO BE BUILT W/ STUCCO. ti EDGE OF 2a • Eli ' OPENING 6 , T 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these 4" 101, N T drawings comply with the 2020 Florida Building Code - 4" Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing t 10" 6" Engineers signature and seal. 24„ N y h i Q O M 8 N O N J Iv " 000 N ;k LL. W - f ti r J T d "i T IN 0 ..1� TCTL) N IJi_ � Wa L. Z L N 0OL—Li rcc 2„ 4„ 3„ 6„ „ N w wW co rn a a o 2 N 2„ 2 Q Q z 'A M Z 0Y L > > N V U D 0 C'.0 W 1-1/2" THICK 31„ c� M 21" 2 Z N 11) O O a Z o -ter 2'-4" 1'-10" a J d 1, t„ 4" 5z 1'-5" 5z 51„ 3„ _ N z 4 N CD _ IN IN — LL rr ch +-� %ii 2 ' " m O •u m 4" 1" 12 VARIES VARIES 0 ,y o N 2 U � t w 22, w m J E � o I VARIES VARIES c '0 d ®0 4„ 8�, 1„ ��,�. - - o � f� 1„ 4� M w 32 �� 6" 4" KEYSTONE F11 b YSTONE F11 00o r--------- iv i14 �1' OPTIONAL OPTIONAL i? o sLL z®i qy1 E 0 a I P - - W so 0 00 _ _ ^ (V -N H M R < 00 Rs.. 4 2 4a K s„ L3- zo N E < z mo rN ' ' 4" GARAGE DR. OPENING 4" 3 a nKE WINDOW OPENING 4" 4" c o, NOTE: J Z I 2 M • INSTALL OVER STONE, TYP. z '0 dz f • FIN. TO HAVE TRADITIONAL I LOOK & SMOOTH FINISH 3 o k VARIES • FOAM/ EPS MATERIAL IS Nw ACCEPTED o w? >o I a � zl¢ NOTE: • FIN. TO HAVE TRADITIONAL LOOK & EEO SMOOTH FINISH 1a' 1'-6d' 1a' 12' , f2" •FOAM/ EPS MATERIAL IS ACCEPTED 5a" 1' 12" 5a" > Ln 38 7 N L m s 4" T-0" 4" `° 1" - W � 101, 1'-4" 101. io CD CO 00 N O CV Q (D N 64 T M O C� CV C Cr-"' N LO r T M ce) o 0? • N z MMr E Occ Q� a ca U Q p 12 JOB NO : 20-8088 1 SCALE : AS NOTED SHEET NO. Al GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAMF1 • POLYCOAT (HARD COAT) I I • ACRYLIC SAND FINISH { ELECTRICAL SPECIFICATION 150A/2 N DOOR PANELL CENTER NOTES: tll�t� #,a copper to routs a outlets ELECTRICAL CONTRACTOR NEMA1 10 #12 copper to 20 amp ckts I R MUST VERIFY WITH THE 200 AMP( #1copperto wH l '��/ #,0.-3 coppertooryer SPECIFICATIONS FOR THE TYPE lAV OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER SNOW LOCATION PURPOSES. MO 200 amp /0 or 4/0 SER Alu "� 2tt 150 amp ^ GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) } ® PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) K TELEPHONE (OPTIONAL) k<USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT R9 ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH GJ�J ROUGH -IN FOR OPT. CEILING FAN Q�12 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G .r J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT UNDERGROUND 1DIsconnect KII t POWER CO. FEED A / U INTERSYSTEM 4 Bare Cu Ground 'V � BONDING 1 ' 1 44 GROUNDING WIRE TERMINATION PE 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. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER i OWNER'S SMITE SCALE: NTS 12 / ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE / / dVP OD. / I I I I I FAMILY RM I / I / ,' G ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I I I I I I I M I � I PA PO 1� CAFE ,�� GFI i TPENDANT AS PER SPECS i in \i AC PAD i WP H.B. GFI DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS U.C. OUTLET FOR DW U.C. OUTLET RECEIPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH BUILDER H.B. ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=V-0" ff� i -Lr-r N 0 CV cfl cti 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. F Q LO o N E w (h m 8 V 0 N N � J C - ``J LL 2 '. cc, mrn atw t'j r r -o w R v u_ a Y N chi tea U U_ a w Z sm_ O k W CZ,0 .@ N to M O 0 ;; ¢ a Z a a L= N Cl) Z 2 N O 0 ') ZLL W 000 N th 0 0 z d E3 GNV O v7 W C' � V 0 w s in w �V) rn LJJ t^ J m � J. U c o to oco w M M w o 5- z z Z _1 ty- c6E E 0 ca O O O¢ az 70 U< i .0 ao o: � a c/) � Zz Q Y �m m� a OZ LL J a ¢w nowa to � O ¢ w� z o U rnw vQa o aQ �o o V w zI< o� U? 0 C O > Li') L m /I1 m > c° M NO J C) 0 m U Cfl N r T M N .T� _ 0 r LP)N LO 1 I� CV) r N 0 z z 10 vi ca a U Q p � JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 (TRB) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented 1 /er Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. o but no more than 50 /o of the required ventilation is provided in the upper portion o Req.) (Ft) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC SQ. FT. SQ. IN. of Provided "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SPACE SQ. IN. of SQ. FT. Total SQ. of ventilation to by Upper Ventilators Values to be verified with Manufacturer Specifications) of vented ventilation IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT required soffit ventilation soffit by upper Ventilation Ventilation . SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. needed required e STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SQ. FT. needed ventilators 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 21.00000 0 2.000000 Floor 2377 2282 326 1141 81 570 591.0 315.0 276.0 (Zone 1) '*NOTE`* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" f L _ c- _ Cli:.:�' L f i J -:R�i yA. • c n • w .- f, °•, c `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 Flodda 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 F� o f o RQ n Co ro - - 0 N N C17 C — lJL 2 J "a tl� n00h t- M TV - W LL a Qe j J LL. LL W d W 3: Z 0 CIL L O 3:O W (6 t «. O _•F N(O O 0 W LL m J z LL U) Cj . co d a a Z N M z OU��vvi E N O W ❑ ❑ ❑ Z No O W NN Z O Q Q � J CL_ N n N z � m U — � 0 w o in tlOi (� r•— U w J U o C U) d o r• o CID w z 09 z a LL E Q Z❑ � ❑O � >N Q R Z® E O Fcc rO CL CZ)E ¢ O z 0 a z W 0 ° d w Z N w o QO r� L rp C U �O mi O O, Z J aw 6W 2z cn Q o�d � z go d +n w 3 <1 Sk o oLL aQ =3 �o O oa w a= ❑ 'Q ZQTU� 2 O i E2 ca CD n/ `° M LL J04 0 ^^��� ° m U (0 �.. W r co o Cy) .T� = N T� Lrr-) N T M T � o z cc z M O E M a E U _J ai Q p C JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 5 c C d 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 55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 5'-7$' 6'-4$" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2$' T-1s" 1'-4" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY T-O" z U.N.O. v(w < S3 H.B.+ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 00 �- — -- -- — ---- •+- --- —: o7(— -- o — — ----- — �-: — — — BUILDER TO - (2) #5 REBAR 4'-0" 12' 1" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O 0 0„ ; ; :: I ; : PROTECTION WHEN REQUIRED I ■ I :: I : PER FBC 35;-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. I iv I SLAB FOR HERNANDO J COUNTY ONLY f S3 I S3 3-1/2" MIN 2500 PSI CONC ' SLAB OVER 6 MIL VISQUEEN 2-7a 4'4" 4'-10" : ' VAPOR BARRIER I I EDGE OF SLAB 2" ■ CJ :: :CJ. ; BEYOND WALL CJ o� "? 5'-3" 1'-10" T-6" c� ,0 N I it r� (2) #5 REBAR VERTICALS w/ in I J ( — ,- PT. OPT. D 3� FILLED CELL I o I ih 2'-6',x2'-6' X1'-0jFTG G W/ (3) #5 E.W. _ _ _ _ 3-5" SLOPE T-V (VERTICALS I ^ 2'-6" x 2'-6" x 1'-0" M AHU I I wAnj W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O.S3CJ iv CCFILLED CELL r ICJ .. -I — - _ ..... ::: .'.'.'.'.'.' .' _ _'_'_'_'_'_'_ oo I 25'-1028"� 2'-6"x2'-6"XV-0" FIG 5'-3" W/ (3) #5 E.W. I -4" ( L (2) #5 REBAR INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM / I � � PROVIDE Y2" x 9" �' RECESS FOR FRT. DOOR SLOPE ( S3 CO VERTICALS w/ in VERTICALS W/ (1) #5 REBAR VERT ABOVE SLAB % HVAC CHASE - TOP OF CONC./ PAVER T BE 4" 4'-0" ( 4'-4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN %� BASED ON (� 0-0 BELOW FIN. FLR. ■ ■ ■ ■ ■ v HOOKED FTG. DOWELS 5" EMBED I i i� LOCATION I ......... ' ' , W/ 25" EXT. ABOVE SLAB "GRADE 40 ........... 7 ' l— ISTEEL" i i — — — — — •— — — — — 4'-0" % 16'-10" 12'-10" o 10'-104" `D STEPS AS i I PROVIDE 1 %2' RECESS , I I REQUIRED PER FIELD I FOR SGD. REFER TO MASON'S SLOPE FOR � KITCHEN ISLAND : LOW WALLS : . OPT. . '........ """ ' " " ' "" CONDITIONS ■ WIDTH i i11 C-�-�� REF. ��J- Cl ; ■ - - - �'� - -_---- - - -_---- - - - - - - - - - - -CJj - III! - - - TYP@ 1 I I I i� I D.W. CHASE TO IS D I � � I 1 I STORY U.N.O. - o S3 i I in cI I i i L� IIj oo S3 in �' �, __-�- I I -- I SINK / DISP :: : ; I i -3 1 /2" I .: j I L— 16'-0" 2 9a" 6'-10" I I 0 -0' ■ M o co- I ;tL_---------�---- 0 ' --- I-#---------J --- —+----------- ---------�— — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ E. T-O" H.B.; 64" 1,4 L T-2$" L 5'-0" 5' TYP @ 1 STORY U.N.O. A S3 -in-, 1- 2'-1Off' I_ 5'-11 FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" 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" or_ i I Cv G +J N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H F'T Q $E$jj `g 00 _j p N v N I, o~D 6 'F 73Jkk LL LO 0 M 3 � N LL W cAr-r-a i w a °. Q Imo � �[ J W V- d Z u, O �Nco L O J rn rn W Z o Z N M Z Cr y 0 OU rOn W ❑❑❑ V M � z N Cl) 0 z 0 3 z J d � N z U 0 U? LL W C� U — g 0 W UWA woo U W L U i z� U o u • ¢ N sm o w M N w Z < U_ cci� E E 8 o o0 > 0 Z® CU ¢= o� Cl �OU OQ so O, O CV ¢z p az tt L • rp ci C ❑ S U NO m 0 o, Z F Q% Q W tq�z 2 N { Q o Z g° a W 5 U � ao v w �k o w Uj 7 0 � o x ¢ zla OU L.0 L CU c� .> t1/ `° J04 M LL Y �1 ^C^11 m U (0 W N a) T cc o 0") �T N Cfl LO T i I� M n T 0) T N c,) o Z M z E O �; cc a E o U _j Q p JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 6 RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND Jfl CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 1 140.0 MPH WIND SPEED (ALLOWABLE) 1 108.4 MPH EXPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) O VALUE DENOTES SUCTION [4:12]-[6:12] a=4ft 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 - ----<,----------- J I ` 1 ---- I -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I a I ®E r` _ ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q I T SHINGLE: 7/6' EXP. 1 (24/6) or 1%32" EXP. 1 (33116) I ;® ? TILE: 15fsz" EXP. 1 \�37�16) I� I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 $" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2%"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF ]- 20 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.12]-[6:12] ] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE SIMPSON STRONG TIE I USP MANUFACTURING, INC. O CONNECTOR SYP I'm r`i�l'r SPF FASTENERS CONNECTOR SYP vHrnvir` SPF FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 112" 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 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS -- J HTT5 4350 3740 518" ANCH. 1(26) 1 0dx1 -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 2 112" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915'* 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 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 MUGT_1_5_ 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V 1(2)LGT2 14060-M 3770-F13500-M 3240-F LUGT2 13100-M 4520-F 131 00-M (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) 16C SINKERS FOR FRAME _ "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION, FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 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 I-). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" ri11 p ti o • O `: �.� ;. °.,• ,F L 0 �0.,E5SI00' 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. of W QO LO 0 E 00 M 8 N^ *k EN 0 N N 20rn m J N LL LL 6 st w N cn N o LL a •i 4jM7 � Y LL a. Ly Z JLL L w Z O O o L ° 8 ~ w N (O Lr m J W z N�Oj4' LO N Mz of to O O U vIL_ U) W ❑(]❑ N oO ip N Z ti — u� �) 13 � I 2: C XQ) 0 CD O LL iJ V2 L8] ® t6 tO v �' LU N = r usa C-i c LLl J F— — E El�= � Q ua0 0 Eligiiiiiii o co w M 0 z z U_ Q E 65 zo o0 2 Zo <R z© ® f0 S 7 F d o U oa V O = U ClX _a 0 N F o wo 4 0 0 O G az �w L j Cy Z U "m m O Ol�i. z (� fn J r- Q W � � W 0-- Z, g� N O a mW w� >° o y A a Oo 3 N O > LO of o t° J M �1 N 0 ^C^11 ° m U Cfl W N C) r .ice I� M n N 0, '— T CV C'M i6 o z Z E 10 a cc a U 0 Q p JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (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 iff-801 -MOM 0 8F20-0B/1T 8F44 1 B/1 T 8F40 1 B/l T 8RF40 OB/lT 8F32 1 B/1T FORM do GROUT SOLID e (V � O W O #5 BAR CONT. 8F12-1 B/1 T W" LINTEL DETAIL SCALE = N.T.S. mom ME! I Y Nt UCJ10114/A I IUIV #5 REBAR MIN. AT TOP (1)REQ'D ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED R = RECESSED CLEAR STEEL LINTEL QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 2 G °OF-C. M.U. #5 REBAR AT TOP w A' ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR 8 F 16- B/ 1 T a 4, Z GROUT D r n J Q C.M.U. NOMINAL, QUANTITY OF 5 REBAR AT = w U) WIDTH #5 REBAR AT < D BOTTOM OF z uJ Q - a w O TOP LINTEL CAVITY w rn ^ ` o� � NOMINAL --BOTTOM 0 o F- � L HEIGHT REINFORCING ¢ ¢ C7 ED 9 7-5l8"ACTUAL PROVIDED IN Z �'-" rj win D D 8" NOMINAL WIDTH LINTEL ¢ _' O � #5 REBAR AT BOTTO = Q° d Q° AS INDICATED (VARIES) (n is 0. MATERIALS ci i precasTlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 1 V slump. 5. Concrete masonry units (CMU) per ASTM C90 w! 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If Ilntel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementibuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" nJ� 2 FLJL- ',t=ScrPrtieiif� \J CV °• 'r� .............• SS1O�°�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W F Q � r' o E 00 C) M c0 per] ifi s N N# J I, Q m 00 7 ,n 1 N 'It LL W Q N r- L d d CO �LLU d- Lu 2 C m 3 S o -=3.mNco O rn ¢ Q Z LLW ¢ n Zp N MZ Q_' to O V L) ccnn WIR ❑❑❑ V M � z � M 0 z � QQN Z o Q Q Q J M Ur c 0 (� w U m O �N w o co t�L U 6 w J r- _ E _ _`'� m C) O= y Q Y DI 0 N e O c co Cl) zo Z < J L.L � EcoE n c o° Q z® co XO U �UV CIL C� NM a� a z Z. p 03 a Z Z L 0 ¢p m� no CY U O ZZ Z Cto J Q w �Z z ao �Z o >- MJ CD 0 Li °zI< a 3 2O 0 = > Lo L t 2 ca c9 c .> r1r' `° J I� M LL. O m U Cfl H U a� 04 r ca O O N (.0 T LO M I) l_ E N C,)0 co Z E0 O a U � cc Q 0 � JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. 8 0 U v t� 0 N ai 0 0 CL 0 0 4 w 0 C11) m 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 73 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 APROTECTIVE 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 Yz 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3, ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3.3. 100 AND ALL ROOF FLOOR DRAWINGS ARE TO BE SIGNED AND SEALED BY A 00 TRUSS U SHOP FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2. 1, DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1, 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2,2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2,3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 X„ /„ CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT-- +/- 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2, LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4, THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS = 140 MPH) MINIMUM. (V 4,3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE SUCH ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SU H AS SUB FLOORING AND 4.4. 3. 0 C 0 SHEAR WALLS SHALL BE APA RATED SHEATHING EXP1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4. 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS roSUBMIT SHOP THE OF THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF ACCORDENGINEER ERECT TRUSSDRAWINGS IN WITHTHE"D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1Y„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1Y SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 2 ITH G90 4.5.2. SHEET METALGALVANIZED NAIL DISTANCE FROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-$7. COATING 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDON. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7 4. ti. 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) 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 A36136M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 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 R3181.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo 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 applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will 6e 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. ,1- "7 0 L t , 0 `A( C� • hf7�• r O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W AN loth .F! CD d E m O M O N N J 0 J -2IDLL ID � Lu M aai �NCw a M 7 a Y CILtl� JLL co LLLL a w Z �; m v 0 in W ZN 00 - ¢ a n. pNj Z 2' N Q Z O U U W U ❑❑❑ z N M O C, o � N z o � d J - wad � z � o LL 1 , T (� U C J ur m g 0 S Sl) Ln�y c U g L U ) °� c � Y 0 N o (.0 w M p Z z¢ L` Q E �= K ��o a Z� oa C6 Q U ti U 0 H rd d E oa ao � o �� aZ ZN ao 6 �Z L r6� - iv ❑ ox U " m , � o Z Oz m Q >a. o o n0 a NW J o N= ¢ _� 20 < zla x °3 c 0 > LO m ^, CD %W J LL. Y 0 o co Cfl j N r co O 0� N r n N LO M T r M CV CY) o z z E O N m` a0 _j Q Cc JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. SIN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" ¢ - C7 STUB -OUT FOR 1 _�o o LO GAS METER 0 o � U O � N � • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 wood panels nel 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 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap ° } 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM 7tt CONT. #5 > STD. 90° HOOK BAR CONT. #5 BAR _ #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2"_., • � 4 max. Clinch nails when possible Tight fit 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. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series 1 Depth End Intermediate ®, BC15000s 9-1/2" 2-8d 2-8d 11-7l8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 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"D THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plfmax, along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and blocking and wall or beam below.* require additional wall or beam below.4— Joist consideration. Check local building When joists meet over wall, provide I -Joist can be offset code forappropriate 1/16" 13/4'minimumbearingforeach. PLUMBING LINE up to 3" to avoid details in One 10d box vertical plumbing TOP 2 #5's x 4'-0" areas=20 of high or=20 sinker ( ) lateral load. nail each side 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE at bearing. A/C CHASE 4" PVC PENETRATION JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL d d ° °, ° C -III I _— I • d ° I I I I-1 I Provide adequate bearing Use 10dx3" nails at 6"o.c, for all joist a r— ° r for each lapped joist. blocking panel *Non -stacking walls ° — e _ t ~r�= ; . Squash block 10d nails require additional consideration. — _ — °O (2x4 minimum) SECTION @ INT. BRG. WALL F11 FINI GRADEBearing wall, Versa -Lam LVL or N.T.S.Glulam Beam 'i' �l I�'i'� I ICI U7'i'TTT—I " `_1Z ' 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 BCE A 1%" ROUND HOLE MAY 01 6" 6"^ BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" NOTES: DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 1, JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" 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 1Y" 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 CALL SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web 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 " depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM—/ "' SEE PLAN FOR °. a . • • ° FOUNDATION INFO ` a. ° 4' 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. '=-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4' . ° ., .a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 44" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d e °a. A av G d A _ rr SEE FND. PLN. SIZE & REINF. I S �_ � J r� r tt f� Q eFF'+EOn { OF r �''<ElfdliitrtE6�5� �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q r' V 8 � ,� O M N r NN6 LL � q 0 (O N N X.k LL 7 M �) Q cn r, r� LL w a- M , a Y M JV wrn J LL l d z v t m 0 I _ IV@Nco LL O J W ��C° aoa ¢¢ Z IL ILU ,, a m Z fY D O Z N U � 1p W ❑ ❑ ❑ M C, � N O z co z o ¢ a J a r M z U_ �V) w V o rn w FE O—� W o n V LLn M r— W J E x� z = w U o y ¢ N 0 • o w Mn J < a Z � LL_ Q E z zo o 0 > < R �z oa CKS F— (O R. U '°U � °z N @ ao rz <o wz <n - N z � W m Q �z N 3 a No <o �1 �� JZ < =3 � X0 I� O w is V zl¢ 8 3 > Lo L � rn m n� W � c� . � ccc I� O U C� I_- m N a'' a� N N n N T T E Z E a f0 IL U � Q p JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. SN 1 -1v/r 5/8"OR 1/2" HIGH STRENGTH ----" -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� \---TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 2 GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w! (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 U-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 IE 1:° ° o @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH Q a° ° a s 4 ELEV. -0'-31/2" Z �31/2"MIN. --- -31/2"MIN. A.F.F. / 4 `!J0 o p ° a a ° ° 2x4 CONT. Q LL 1 n ° a a a -.- D ° o �•° - _- II b o �1/2"(min.)- 4" ' 1/2"(m44 ° = Is a N s 00 31/2 31/2"(min.)- 4"GARAGE DEPTH VARIES �- _=III— a a a g ° ° z -I I -III Tf I -I 11-TT�f -Tlf 11 I-1 I f 1' - `-lam 7_TI T(=1 TLI T7- �I I , .i II � IT, � l�� 4I'll I � � •1-�- (2) #5 CUNT. 4" 1'-4" 8" (2) #5 CONT. N. GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MI TYPICAL BEARING WALL STEP SHEARWALL C C STEP rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 "Ie'D x°ps W/A HABITABLE ROOM 12" N.O. �t OS�CVRO 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t�E . ABOVE) W/DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N���o s LOAD BEARING OR INSULATION PER FBC AND ENERGY' ��N 2x BLOCKING HORIZONTALLY 8"x8"X16" KNOCK -OUT @ INSULATION PER BLOCK W/ N CONT. KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) PLAN INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR R302 0" IN FILLED CELL 10' . -(.11) ADDITIONAL INFORMATION 1/2"GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR #5 VERT N LAYERS W/ TOTAL THICKNESS 7/8" OVER NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS SIMPSON SP1 w/ {10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) " OCVERTOR 5/8"DIA, EXPANSION BOLT @24 .. . PLATE WASHER TYPICAL " TYPE 'IS" MORTAR (1F NO UP LIFT ON @ 24 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1 A WWF OR [ 3500#, MIN. TENSION 2600#) () 20" MIN. LAP 24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N a_ ARCHITECTURAL w/(10) 10d NAILS N WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH '- .fa ;' 2x P.T. PLATE fl r, v EFINISH TYP. `- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w u ° 1x2 PT WD FURRING @ 24' O.C. ASSUMED FINISHED ' i o. GRADE 40 MIN. Fy= 40ksi a e E GRADE `I - e z #3 & #4 LAP SPLICE � 1/2" GYPSUM WALLBOARD T ' FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a - J! o U.N.O. (1)#5 VERT. IN FILL MONO OR STEMWALL ° ? M — — _ :p . D 25"MIN. LAP [30"MIN. LAP] Q I- 1 f(f— CELLS(SEE FOOTING MONO SHOWN b-=1 I I _ _ - W T I I I (_) ' I =1 I I={ 11=1 Uj FOUNDATION PLAN FOR CLARITY D _ ___ °O 6 MIL VAPOR BARRIER I I p ° ((=�-I -I I - °r° R 1 7/8" "' FOR LOCATIONS) _ I �=� #5 REINFORCING BAR I-1 I I -III III=III I I I-i p � iv ? 1x4 P.T. BASE NAILER D D ° °D III=1I I=III-III-III=III- I .i I III-17�-- #5 LAP SPLICE 2 #5 CONT. =11i„ Tj1„ 4°x4"INSPECTION ° ° Do ° I= =1 11=1 1=1 =� i I I I=1 I III-T_ O - NOTE: _ _ III-IT_I 36 MIN. LAP [36 MIN. LAP] ON 3 CHAIRS 8„ 1"� 8t, 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g -III-III -III-III- I I ; `�' COMP. SOIL. (COMPACTED TO _° ° FILLED CELL TYPICAL I= i -1 I III III 95%MODIFIED PROCTOR ASTM I �= I= 10" (�P') W/ UPLIFT ONLY _ _ fi MIN. 250o PSI Colvc. SLAB III=III=III=1 j I=III=III=III=III=III=1 =1 I =1 I=I I I=I I I=I I -I D1557 LI L i I 1=, I I I� �I I ch AT GARAGE CONTRACTOR _ _ _ _ _ _ _ ) - #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) =1 I I=I I I=I I I=I I I=III=III=III=III=III=I 1=I I I -I I -I I I=I 11 4" 1'-4" TO CUT BLOCK OR POUR "-I-III-III--) -III-III-I 1=III-III-� I -III= MUNICIPALITY. CURB DUE TO SLOPE —I—I I— #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G W1.4XW1.+ WWF OR - "FIBERMESH" DECO FINISH 4" to 6° SCALE: 3 BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 6x6W1.4xW1.4 M ° °Q 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR Ml BARRIER ; a - T min.) 4"---,a a a COMP. SOIL. ° O0 (COMPACTED TO 95% - - MODIFIED PROCTOR ASTM D1557) 7 -II_ III I 3" MIN. CLR. _ (2) #5 REBAR CONT. 11 -Y" (1 STORY) 4 STD. 90 HOOK (SEE ON 3" CHAIRS TYP. L4-1'-8" (2 STORY) DETAILU.N.O.) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5'2" DEEP AND 6" BEYOND 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P,T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE _ FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. =1 I III=1 . a I I� I -III-III- 4 HURRICANE ANCHOR @ EACH* - TRUSS (SEE UPLIFT SCHED.) W/ Itt I C11 II �J I I II I I=) I I 12 METAL PL. UNDER EA. TRUSS 111=I 1=I 11=I I -III-1 11=I 11=I I I=III=I I TYP. MOISTURE BARRIER -III I I=III=_LI=III I I I=I I 11=I (TYP.) VARIES 8 I I I, � II I l i iI � I 1 Il �I 11 11" SHINGLE ROOF , ROOF SHEATHING - SEE INSULArlON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-01, 53 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP TYPE "X" @ GARAGE S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. SLAB INFORMATION. 53 SCALE: 3/4"=1'-0" 53 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) GRADE AT 24" O.C. MAX. x „ x FOR TRUSS - a SEE PLAN FOR NECTION INFO ��� TOP OF BEAM X x CON&LAYOUT DESIGN M d • N I ice, rIL�T r \R w/ OPT. SEE ROOF PLAN c - - - a; : ° NCLOSURE (2) HTS20 FOR STRUCTURAL BEAM SIZE & N ' CONNECTION INFO MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 PT 2x 1/2" GYP. BD. .. 1 .7 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 010.1 -- J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: . " INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS CONCRETE SLAB 14' 13" �. ° : 31 GARAGE COLUMN TO PORCH SILL MASONRY WALL AND PAVERS O.H.D. RECESS z O.H.D. RECESS E ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING ° FOR COLUMN TO BEAM M � .. ... .. 7_T A. 4' jII I :" •� III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS Ki - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS M W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12" O.C. °� TO FOUNDATION PAD Cl) •' .'.�" �' ''' �. STAGGERED, FROM BOTTOM INSULATION PER CHART ON FLOOR PLAN SQUACMU BLOCK BASE, SIZE VARIES PER PLAN MAT REINFORCING. CONT. FOOTING STEEL r ' 11 PLATE TO CONCRETE CIO z - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E _ �; w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR o0 GRADE a ° _ fill- I'i 4 I ;II-6 7 .. -I - ` '- WWF OR FIBERMESH '- M z w = I III -I -III-III-III=III w 1=1 11=1I1=III Ii I I + 1 1 °° _ a ' TI-ITI= BRICK PAVERS or SLAB PER O W if Z 00 (=I ! r • ° Q -_- _-_ U­- I- c' ( • I =_ - - - - „ r COMMUNITY SPECS - - - -I SEE A/S3 OR J/S6 -1 - i 1 I IF„I I, 1 I(,, 11; FOR REINF. INFO. 3" MIN. CLEARANCE 14(1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS rj-"� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. Cl) 6 MIL VAPOR -- I'� BARRIER - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 �r\\ram\ �� . _ �IOrr� � � • . • • • / /� i/iG✓r l✓rGy •- - FOOTINGLU -III III -III III-III=III III III=III- -III III=III-III �I I=1 l BEYOND PAD REINFORCEMENT -�-III-I I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ' 7 l Q L LJIL S i _ U ®p' L r- � .......... �f����stf►f tt�.tZtlt�i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w �E Co O M Q co Xk co ..I LL W M QN toti�° -jwa M V 6 Y c 3" a Z_ Zp �o O1 w W � 'Fa N WO a Z d a p Z N MZ W N Q Q 3 U pU U�y W ❑❑❑ N M 00 z o r V I V1 M z V v o U. c:1 rn �N W o � La , x C) o ¢ o • N dl W M w O a z g U- Q C wo o >N a N ® U W ¢Z� Z o� I— � O XU o¢ a p W o� a z 0 Qo Cn = y mo of Qj J O ¢ Q W z to 3 o < z a �W WLL w< >°_ o � V 50 aF °3 E2 > Ln L C CD D rY C° J co LL O o Al m U CD co o N CD M E c co Z m Z E zii� m a ci a o JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4"FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d 121±1 POINT w/ (3) 12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 MIN. FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)1Old (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER 171-1 STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d d d d d g" STD. 90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J LLI 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY ` GARAGE FLOOR j% TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING C VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vWvIA r nnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (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"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Old x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR 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. S4 3E SIMPSON SIMPSON 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 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 \jam 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 4&, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 - TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S SIMPSON SP4 LINTEL / INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w v 2x TOP PLATE r Mco 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. P,A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. t&NUT 2X8 P.T. BOTTOM P TE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE /- 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 @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) A / TRANSOM FRAMING ° °N 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 SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY TS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS MAX. (MIN. PER BOTTOM 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 N� i �� n `' 1ti •N• .• . C� v 0`� m . 'a S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Q r- of m o m S N oo C% 0 N W J N C L -2 aD ID7k �, W ti F C� N r a u-LLI d ° Y a diva v; m0 �LL a w Z 0Wo Fa m 0 U, CC 9-9 0 o z 00 o N M z x Ln O z o0 �M N W ao 1 CD IFM o g z N z � � � J a n V) z (D Cz Q) o u_ a--� 0 N c� V w o C U J _ R s I c C2 0m i C J W M o 0 z 14 oi a E O .o Wo zo z® o E X OU &a ao oL 0U S, aZ CZ) L ao ¢ 1z rp (/) C Y m O Z LL J a z z tq v 3 a 3 0 g° a �z W _� 3:�LL J w =� CIS ;o cD M a °3 0 > Lo 0� rn W m 0 f0 J M N 0 m W ) M r N 0 04 T T_ M n N T T E N "' z Z E Occ �; n' U Q p -1 JOB NO : 20-8088 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING 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 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) —\\ IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± z 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ • AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END '� BLOCKING ' 7116" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED 1 OdX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 NAILS 6 O.C. w/ THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE 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 �- 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 2x FRAME WALL (SEE WALL NAILS @ EA. END 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/ 1Od 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"4" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1063" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 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 HGAI OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO J SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3 @ 4 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)1 Od NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Srj TITEN ON OUTSIDE TT 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r f X-BRACING, AND TOP f2 SEE STRUCTURAL CHORD BLOCKING N F NOTES AND NAILING INFORMATION SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES `° «0 co 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING x RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & ( TOE TRUSS SPANS ATTACHED W/ 2 -16d @ EA. END NAILS @ EA AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE • (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED ' MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (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/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATIONCOMMON rD NAILS. (ONE INTO EACH OUTSIDE FACE OF - B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x ;ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" !SH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z 9 BRACING w/ (3)1 Od x 3" AT = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-O" - 6'-0" 64' & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS vviv . u�nnuva — GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. p It 0 a �r CORNERJACK w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 'W BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 'tom ("c�l V !p r N• �•. G Q` /�11011111111 lilt tlil 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. 114 4 w0 n O R E 0 N m J IJi N W ui 7 ,n W N U- CLY ai V LL LL a 00 v' Z_ J l L�� �o W 5 j 04N 2 M O corn°' a a Z LL 0 a N co M z O O U U 5 0 Z w ❑❑❑ � N M 0 0 Z - 9 C V I N o U �• O_� W S C y U W J E L U o N Q 0 —� • sm �W M M z o z � .J U_ Q E E OV g0 z <R �® od N 0. I g X U �a U O U N ao 4❑ ww L ra C0 C _ OY U �m m0 0 O Z W J am QW N 3 p W Z. a o Z 0o �_ Y t co W F a0 h ° 3 0 cCD > Lo M L ui B ^, W � . - C I� f° M O a III m U Q0 W � � ?_ 04 (a O 2 N 0,11 1^ I� M n N 0 r It— E +=CNIIz M o M E O a E .. U a °3 Q 0 c JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 { UNACCEPTABLE INSTALLTION MAX. 8" DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT To PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 ` #5 REPAR (TYP,) 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3-1/4" LONG X 3/16"� FURRING 3/16' 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" (P )BAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O. O.C., 2 ROWS STAGGERED TAPCONS TAPCON @ 16 O.C. & 4 2X8 TAPCON. INTO STAGGERED @ 16' 40* 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL � `STD. 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL (TYP.) FILL SOLID STD. 90^ ` il-40 @TOP & TTM CHORD, AND (1 1x4 P.T. & lx8 P.T. STAGGERED @ 12 O.C. HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TAP TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦ BOTTOM OF BAND JOIST TYPICAL TO PRODUCT APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" lx4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH p FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl ' +2 w/ (4) 1/4x1 1/2" SIDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 ' ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL +5 FNOTCH WEB AT IRST 2 COURSES E I BUILDOFILLED UT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �',c CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS , FILL 1st COURSES soup w/GRouT EMBEDMENT INTO BLK.) 1/4" MAX tr 2'-0" 8° 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ;y BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) ;; •.' 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT 1N O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 O2" :.:. CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. •. f • SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS ..• OVERHAN -- BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL .a ::' �. CONNECT W/ 8d NAILS BRACE/ BLKG, N.T,S. `INSTALL WDW. SCREW ANCHOR\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8\-PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. BRACE 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. (1)SIMPSON 1/2" HD (CENTERED) w/ x O TO TRUSS TOP CHORD �F,gygN EMBE EMBEDMENT AT 16'TITEN MIN. 0 C �FN 1' -0" 5 -O" SCALE: N.T.S. SS 12 + + GT N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24 O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + a WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED / + R QUIIR DAS > P c /4" MAX EMBEDMENT INTO ) " u PER NAILING SCHEDULE ALL TRUSS TO SUPPORT + SOFFIT o a P p , a #5 BAR BLOCK HEADER 2-0 8 SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON i 5 12d NAILS + + p , p 9o1a P e ° ' CENTERED W/ °o IN TOP - 1 X 4 FURRING BLKG, & BUCK H2.5Aw/ 10 2X6 TO 2X4 8d NAILS( ) 2X4 SYP r s EACH TRUSS ° o _ o I5 KNOCKOUT/ N / — ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x s� CONNECTOR e — � � MONO FOOTING D PROVIDE 2 x 8 DIAG. BRACE B SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 1 d NAILS SEE LINTEL nD AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 " JACK TRUSS PROVIDED BYJ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL P o ° ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT z TO BE INSTALLEDJ 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o �" BUILT UP PLWD. BUCK - 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN D TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL- - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0") ° , ° s ° ° �, ° -,- ° , ° ,- � BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _ _ ' INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL B B SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION {1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BD HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a 00 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL- 0 NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p' o v a REINFORCING AS FOLLOWS: * SEALANT o a I=T=III—I T ¢ a j U_ a- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, ��- �_ �" —11 #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. '`' ` 6 MIN. LAP SPLICE W/ I=1 11=11 r r �' I I �LI FI 11- U Z -EXISTING FOOTING (2) #5x6 IN CONC. " COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL , '.: '''' `` SMOOTH. DO NO FURROW. REINFORCING PANEL —III—III= o ° _ \ ¢ _ cn N FILLED CELL I \ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT o I I I=IT-_T GRADEr- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N a ` - REMAIN FREE OF MORTAR. NOTE: z_ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° `a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3 TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = t'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. �_rul 3 f � 0", r� U O�G C� oo '� •• 0 L 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 AN mk F CT Q O M S r E Xk N N m LL � m ® _ ; e0 N fl J k 11 W w N v7 o H M O LL W a (L = 8 MLLu a LWU 0 —�� 0 W A�C rn m¢ Lo M z a zz T 0 N Z pV U_jC WCD ODD N M 0 N J Q P1 M N cDO_ 0 a--J — u- W � O� W o N � w V� � c W J E — � s N lM I� o � W Cn m o z < � E za �� >� ao !Z o U z M Z® oa CU � �- O E O XU a U O pU t4 N L a°z o QO a z _ U m� o z Cn J m ¢ d W z 0, o¢ z go MENa Q U 2' w� �w = G o oz �� =� �o �w < a ° � > Lo L � rn � Al W 0 �> ca J M C: O m U O 4— N r cc O T� N L0 r M r E M o z Z E E C) t1 U J Q J JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE:NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE:NTS 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 L.SIMPSON SEE PLAN L. w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT w/ (14) 16d INTO HEADER & (6) FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS SPLIT TO TIE BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE WHEN REQUIRED w/ (2) OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1" N /2 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 2. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. —7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED 7—PER SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED BM OPTION B. CONNECTION INFO OPTION C. w/ (3) 10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/ON SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. 2X4 BLOCKING PRE-ENG. TRUSS SEE PLAN FOR END OF TRUSS THEN ATTACH SECOND PLY 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM w/ 3 ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. • DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • AT 8'-0" MAX WOOD TRUSS •�C •iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & = INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TYP. U.N.O. 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT [;LMASONRYWALL BLOCKING INFO) BEARING SUPPORT ° EACH SIDE OF G.T. INSTALL (4) LAG ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE:NTS 3 ,X SCALE:NTS COMMON B M . ATTACHMENT g WOOD TRUSS p' PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL Id NAI AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4'" O CLS NFO SP2 w/ (12 ) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS /' EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL� (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHED11 ULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO EACH COMMON 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ TRUSS/ FRAMING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR 1k SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM kf TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS LAN P a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. ° e W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR .° TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) INFO. °� SECTION FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END SHEAR TRANSFER @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS gf `cam t� o-` l � 1 i �t;rrilEililtfll/// ,R�.N ` i-� . ��•U`�.. r 0�•�' �U y- •'•.,� E L •• .• OFESSIOv tii NN r \\N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W IS F. a o E o -8 CD co Nxz N 6 V aaj N O M cr LL d Y LJL J d ltl 0 o Z _ W �-Ft N(_0 LL o Z LLLL Wm6jO' ¢¢Q a �rn0 Z N mZ .._j O U U U) W ❑�❑ V M � z N M o g z z d r N rNi z 0 o N (6 w Cc V a .� 0 LL, oUft N C w �V) U s i Ag, U • N W Mw M o a C � woo gtt �' ��oa Z® w� @ _ x� F 00 O o N � ¢ az p Q az w L tQ � c - ❑ z U � m � F O Oz z a°i m'<w <� �Z en � �w O� <o U NF W T U < a F F o aZwZ W w� 3 CIF ;o V 0. a > Lo L B ^, W CU 0 .> c 1� c° J M U o ) tl/ L 04 T N O n N M T r N M z m z _ ECU CJ �; _ d U _j Q p JOB NO: 20-8088 SCALE : AS NOTED SHEET NO. D1 rn 3 v 00 aci N O 0 J 00 CD I N m d- v�, rz C GJ a J 00 00 I N c i c a OO N v E 12 E 0 x 0 v c v i L I? 0 U DO c i U .CL i 0 0 t 0 C cD v 0 0 d 0 0 0 0 m v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 318" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME 1 ` WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED CODE 6) TOOLED SEALANT EMENTS REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^''r' WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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: NITS 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 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 D 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 r U1Jrl11VU SELF -ADHERED FLASHING DECK JOIST WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHI� SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOT; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING I-L/'1�7m 11 V l] 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK T-4" PER PLAN T-0" PER PLAN 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT d ° d ° SLOPED MUD BED ° ° d VINYL SHOWER PAN d ° ° 1 I ° °d SLOPE ° d a d a 1 ° ° SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER Q Lu m Q a CL LU = w U W Lu 2 � Q Lu W 0O DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 - 3/4"-1" BEAD of CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means of PROOF CAULKING CEMT. FIN. y Y p g g q y SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. =t��tWIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR 71 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally i L -- with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING M CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDERiJI , 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 INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED g' pp g y g y g pp FLASHING JAMB &HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, r (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 EXTEND A MINIMUM 6" RELEASE PAPER TO DHESIVEASSHOWN) SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 4e 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ]lot INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. W t r R 'st t 6 7.7.At built-in cutters. =LF-ADHERED FLASHING ITCH ,HERED FLASHING 1 2 4 5 d ° FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER a e esl an arner Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS SSSSS�SS ll TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all s� L n / / t� 0 CV 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 co III- a o`n E o m 8 � N co R N � J o (0 0 j�;2 N qt 11 W W m l- r- � LL W a C: J 3F J u_ W LI,J fn fn 0 W 0 �Z/ O J W in�pjO' ca Z ILW cc N m Z a c rn O < O U_J Z U DO❑ z N o o z � z o Q� � M zC1 o � _ _ cn w � U O o W Ln w t/1 co c LU = w U y o N to o J 9 M C` i O Z Z Q J IL- E 55 ¢" Q o E v t� Z® w r C6 6 20 O� UO O C� E 04 d O ¢a d Z � J L Cn c 2 Q U m O our Z Zy _ � m < Q W Z 3 ;z od 5O a �w W v � w Qo Fk lu �F >O MJa o V w� za oO3 E2 > Lo L rn m .> c rY `c J M LL 0 U O U) T '0 N C3� = N Ir- r Ir- E CN ` Z cc z E O c a U � Q 0 a) JOB NO : 20-8088 SCALE : AS NOTED SHEET NO. W P �a N January 14 2021 c+ fit +� ai U V�i I i PRODUCT APPROVAL SPECIFICATION SHEET(2021) Florida Department of Business & Professional Regulation Page l d5 Building Codas and Standards //202t O �� O O ...,.>.-.,... ..., .,,„,,...>.:,. ..�,.a......,.,_,.,,..,,,..mr,,.P...>��.r:.m... �„,,.a..,....r.,,„�..�,,.�,w. .�:x.,,.:.,v..,�... m,,,,_...� ., .Nr,,.,,. n,..,..�,.-..,.. .Qa...�.........:.....Y�....,,._.-,�.,_-,�......,, ,......�..,.,.. ,,..-..,.ate..».,...,,..........>.P,„.,....,_:::�,..�<....,,...a.,,><,..,�..�..t..,.,v,..�.... ,. ,..._:,,_,wry,_:....,,,.x..,�v...w.,>,.,m.,,.-...�•.,_.�:. R..,..,._.,.. .,.w,ras..._,. �.....,.,..,. Product Approval Applicatitxl Detail ^�^' 0 W CL i M"rltingBrackets (10Gauged As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if Q2k ErN[v our )fig 2" Data Penang pp(g 7y� Version Manutadumr Contact F4,mnearB U<er6e Validated N Validated 9uhmltietl FBC Apomvat Aoomwd &alrrs }a (3) Y� c ='= ,,#r tt T. +112* x +1 t2' x 2-12N _ i ReWslon 2020 Therms Tru Corporation Sieve Ja�ersm Lyndl F Schmidt, P.E. Ryan J. qng, P.E. 07232020 07M272020 47292020 1trf13J2020 Approved /V'1/♦ they will be utilized on the construction project for which you are applying for a 1 C.110" Weldor Dwrs (800)843-7828 PE-43409 (813)767-6585 O O ExteriorbCadagory: Swinging Assemblies sp Method: Y� L VJ • T' Crossawk swPp E.,,,,,, Report from aarson�tllmmatN.co Coomplliance E.,, Flodde ReglAored AtchHwtore LlcwwdFlorida (May �[tattVY�Y�g R'ofsssonalEngn C:�O nchar t l Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date .... 'a7a F.' ._,�,' ..,.. - .., �.. •. :,. A� cot c`ot Oua17N Assurance Acoroved for Use Approved for Use Impact Vesta" O O / 1 a EXTERI Q R DQQ RS Right BUC"t (16 Gauge) Sea# Rpd zt Made. Nu boar Name Product Descried. Codrad Emlratlan Date In HVNZ Outside WM Resistant Pre�ure 1 a. Therms-Tru Fiber-Clessic and Smooth -Star Nol 6&#39;8 &qu t;lmpaa&qua; Opaque 121312021 Yes Yes Yes NIA E O Composite Edge Rberglasa Single Dom ♦^ L A. SWINGING ThermaTru Fiber -Classic and Smooth -Star `(NOWIMPAC 'w7 FL2046 �1 ,��.ss �+ +67.0/-67.0 elf p 12/31/2021 n s�. L, Ga (In ing/Gutsving Xganfigumtion) 2 b. 71,m eTru Fiber-Ciascle and SmoothSier Nominal 8&#39;8&qua;lmpact&qum; Opaque 12YS12021 Yes Yes Yes NIA v, '�^ � O /1 �a��:. +.� I V. \ .1 Cmnposit11.) begla5s9npeDoowith LL ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 Rri�•t a Sltitt"(sI (Imwingloutswing; XO. OX or OXO cmtguretlms) '- + ! `�-- 3 c- Thama-Tru Fiber -Classic and SmoottFamr Normal 6&#39;8&qum;hnpaa&q t; Opaque 12rSi2021 Yes Yes Yes NIA with or Composite EdgaFlswingasDquble��rOXX without Sidelitea (Inswlnp/Outawing; XX or OXXO ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/`80.0 psf 12/31/2021 i45erf-Drilting Cr@yd't configuretlms) 4 d hamaT�Fiber_Glaa=,eandamoan our ComneeEdge8qudamSingleD;OPaWe 2Si202, Yes Yes Yes N/A (;m wing/0utswog; X conAW ratlon)oo B. SLIDING Mi Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-4().0 psf 12/31/2024 e 2312021 Yes Yes Yes N/A i e. The ma Tu Fiber-Clgaak and SmoanS er Nominal Ratios atCwnPos 'Edge Fbrglass uA;ImpSingle ct&quoDow with /t/14/2021 PGTSeries 5570 FL251.9 �• Sldai le() (Inswing/O tswing; XO, OX or OXO } {� Ut gpttDrp GLtge configurations) C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8XT) FL8248.3 +31.0/-35.0 12/31/2023 • 6 Thttme-Tru Fine-Clesslc end Smooth -Star NamMsike Edg;0&qua lmpDouble [; Opaque 2312021 Yea Yes Yes N/A Co Edge Fiberglass Double Dam h m Hurricane S"p dote wl+ '�-- 9 r, rt ri octane /0 r without SitlelNes (Insxing/OUlswing; XX or OXXO mflgmatima) 7 g. ThermaTm Fiber -Classic and Smith -Star Noninal68.#38;8 &qud:lmpad&quoLGlezetl 12r312021 Yes Yes Yes N/A Wayne -Dalton Series 8000/8100/8200 #1123 (16 7) FL8248.10 ""' 30.0/-33.5 12/31/2023 Washers Composite Edge Fiberglass Single Dom gnswmg 0ufs9;8&iNt;lmpmhon) Front CrossSupport D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 8 h. Therma-Tlv Fiber-Clauic and 9moahSter Naninel 6&#38;8 &qud;lmpaa&qua: Glued 12fJ12021 Yes Yes Yes N/A Sety ,,,,,,kt q�,,, ► uts / (May be cut to YY) r1d.Ai iln}} !'t / Composite Edge Fiberglas' Single Dom with Sldelre(s) (osxing/Ou[sWing; XO OXor OXO �{Y1�.A 4r� Left�a BracketGauge)e Back pick 4rQx$ $dt�.Spctrt Fil:ty 11�14 t.Irlat. Ts."ttiri,(tC, mfgu dolts) 9 L Therms Tru Fibar-Clasalc and Smooth -Star Nominal 68#39,8 &qua;impaa&quit; Glazed 12r312021 Yes Yes. Yes N/A mposke Edge Fiberglass Double Dom with m without addXes(Inswingmutswing; XX or OXXO �,fiVaida,a) 10 j. Therma-Tat Fiber-Cl.ssc and Smooth -Doer Nmninel 8&#39;0 &qua impact&qua; Gil12lJ12021 Yes Yes Yes NIA 2. WINDOWS A. SINGLE HUNG M I Windows and Doors Series 185 FL17499.2 +60.0/-60.0 10/8/2023 (Typi ouch for hurricane oat CmnPoska Edging; .3 side use) psf X ones radon) (Inswing/Outswing; X cmflguretlw) 11 k. Therms-Tru Fiber -Classic and Srhodh-Star Nominal 8&#39;0 &qud;impea&quo[; Glazed 12t3l2021 Yes Yes Yes N/A PGT Series 5500 FL239.2 N/A 7/30/2025 INSTALLATION INfORMATION with Composite Edgegoutilea53 XO. Sidelite(s) (InawmglDutswin0: XO, OXor OXO configura(Iws) B. HORIZONTAL SLIDER MI Windows and Doors +sit, �+ ,+A� Series 188 FL15351.1 + v7 55.0/-55.0 psf 'J1 2/l6/2024 fSs{ Ip;fli&BatuY gtNEpUr1$ikka'AR p9'w9uW Kir�s eaCil s%SIGatR+' S}�RIL' 35` t a i1er S ,��&P 12I3112021 Yes Yes Yes. N/A 12 LThelme-Tat FIbnFC esslc and Srmoth-Star Composite Edge Fiberglass Double Dom a Composite Fiberglass Double OX or Soelitea (Inswng/Outswnp; Xxor OXXO C. FIXED MI Windows and Doors Series 185 FL15349.1 + 60.0/-60.0 psf 4/3/2023 configt N-Im.1etlma' 13 m. ThermaTm Foer•Cleaslc and SnoolhSler NanMei 6&#39;8 &qud;impsa&coot Opaque 13/312021 Yes Yes Yes WA Composite Edge Fiberglass single Dom with PGT Series 5520 FL243.5 N/A 4/30/2025 &qu (Inswin9/OngfOImpad&qua; Slddite(s, utswing; XO, OX m OXO configurations) n.Therma-Tru Fiber-Classicand Smooth -Ste, N<xninal 8&#39;8&q.m;1mpst&quit; Opaque 12/312021 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Page, of Building Codes and Standards 1114=1 D. MULLION Mi Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 Composite Edge Fiberglass Double Dom with &qua;won-Mldna;sioNites (Inaw,nglatawing: Product Approval Application Detail OXXO cmOpureregon' 15 a Therma-Tru Flber-Classic and Smooth -titer Nominal 8&M;0 &cud Impad&qud; Opaque 12/312021 Yes Yes Yes N/A CompriseEdge Fiberglass ss sfittle Dom PGT Series 5500 FL261.1 N/A 5/26/2026 &qua:Noo-lmlaed&qua Sltlaite(s7 (Insr4ng/Outswing; XO, OX or OXO coflgursill E_ OTHER 16 p. Therma-Tat riber-Classic and SmoahSter Nominal 8&#39;0 &quot;lmpaa&quot; Opaque 12f3l2021 Yes Yes Yes N/A Composite Edge Fiberglass Double Door with Cd4 Efi11Na Data Det. Date Ptandlrw Data &qud;NolFlmpaa&qua; Sidiiites(Inswing/Outawrig; Type VersionManufadurer Contact. Enolmear A Ucensa Validated our Validated submitted FBCAooruval Aomoved Status Revision 2020 Cruel Metals, Inc. Jason Shumate Zachary R. Priest Locke Bowden P.E. 0&M02020 08Po92020 08202020 10/1312020 Approved OX)(0-ARlMul 17 q. Th.tma-Tm Flber-Clessie end Smooth -Star Nominal 6&#39;6 $qua Non-Impact&qld; Opaque 12/312021 Yes Yes No N/A Category: Rowing (502) 303-1511 PE-74021 (334) 300-1800 Ce mp site Edge Fiberglass Single Dom (InswingfOubwmg;XcoflRuretion) Subcategory: Metal Roofing Ishunet.&-md.wm 3. PANEL WALL 18 r. Thmme Tm Flour -Classic and Smooth -Stair Nominal 6&#39;8 &quo;Nm-Impact&qud; Opaque 12/312021 Yea Yes No NIA Compliance Method: EYaluntlon Repot from a anpdsae a Fiberglass n e w ith Florida professional Registered Architect or a Licensed Florida Professiofel Engineer . James Hardie Building Prod. Siding an rdr Pl n a Siding Cemplank Lap Sr rig d Ha e a k Lap g m--«-m= F L131LL92.1 »-LLFL1V3'192.2 configuratoInswingrouswthg;XOOXorOXO configurations) Fiber-Clesslc S&#3 Yes Yes A. SIDING N /A 12/31/2023 FLrkttB]9•R6 Ratters - - - -, - : - � ".; OuaIIN Asslaanee ApmInH HZ Apprawd far Use � 19 s,Thttme-Tru No N/A and smogtfrStar Nanlnil68#39;6&quat;ass Double Do with or ue iZI3,2021 Composite Edge Fiberglass Dalbo Door vMh a wnfiguaidd8es gnsximglDgtawing; XXm GXXG configurations) B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 GSIsw Seg# Pr III Modal, Numtreror Name Produd Description Contract Exaretlon Date In H Outside HVHZ eslsta Pressure 1 Die tal Mete) Roofing Sysi.ms DMC 1001,15, DMC 150SS, DMC 1753, DMC 2008, 12/312025 Yes No NIA-01.180 DMC 5V 20 1 Therma-Tru Fitter -Classic and.8mpoth-Star Nominal 8&#38;0 &qud;Ndn-Impact&W.IX; Opaque 1213112021 Yes Yes No N/A Cmnposae Edge Fiberglass Single Dom C. OTH E R (I ing/OutSwi g,Xcmflgumtio) 21 u_Thenn&Tw Finer-Cl.sse and SmoothSter Nominal 8&/t31;0&qua;Nm-Impact&4d; Opaqua 12nl2021 Yes Yes No N/A Canpwite Edge Fiberglass Single Dam wfth aldellte(s) (Inswing/Outswing; XO, OX or OXO configurations) ram■ 4r ROOFING PRODUCTS 22 vTherma-Tru Fiber.Clasec and Smooth -Star Nmnlnd 8&#39;0&quo;Nm-Impact&cud; Opaque 12/312021 Yea Yes No N/A Composite Edge Fiberglass Double Dom wilt or Florida Department of Business & Professional Regulation Page I of without sidelfies (Inswing/Odaw;ng; XX or OXXO Building Codes and Standards 115=1 configurations) 23 w,Therma-Tru Flber-Classic and Smooth -Star Nominal 6&#39;8&quottNm-Impct&qum; Glazed 1MIM21 Yea Yes No N/A A. ASPHALT SHINGLES GAF 3 Tab Dimensional r FL10124.1 NIA 12/16/2022 Product Approval Application Detail Composite Edge Fiberglass Single Dom (i awing/outswmg;Xcmfigumti-) 24 xTh.rme-Tin Fibe:Gaaeim amtlar Smooth -Star Nominal231 202, Yea Yes No NIA arlin Edg;8&qua:se SinglecDom with Cornposke Edge Fiberglass Singe Door with B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 r&& El or Jidat JLit4 DdePsndhm 8ldelite(s) (Insxing/Dutawlrtq; XO, OX or OXO 25 Nounal6configuratl8#39;8&qum;No-Impact&qud;Glued 12r312021 Yes Yes No N/A C. ROOFING FASTENERS NOT USED Manufacturer ContactElwlneer 8, a<orsa Validated By Validated F6C Anomval� Status ];ypg versionor� yThernsiFib-Classetnd5mcoth-Star Animation 2020 Smart Vent Product, Inc. Michael Graham Hermes F. Name P.E. Locke Bowden P.E. 12M 612020 '12/182020 12282020 Approved Cetopmy: Structural Componbnts (877)441-8368 PE73778 (334)300-1800 Composite Edge Fiberglass Double Dom with m wliba telddtlea(Inswing/GatSwng: XX or OXXO ofigurdlos) D ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 SubCategory: Products Introduced as a Result of mfa�smertwnLcam 26 z. Thmma-Tru Fiber-Classlo and Smooth -Star Nommid 884199;0 &qucr;Nm-Impact&qua; Glazed IM142021 Yes Yes No WA Florida Metal Products Inc Vent RV10 FL21580.3 N/A 12/31/2024 Technology Met NewCompliance CprtgHlance Mefhad:. Evaludio Repoli from a Single Dom Co,ucclOEdge g;X configuration) (Inswing/Outswing; X cmflRlrehon) Florida Registered Architect m a. Licensed Florlds Praesslonal Engineer FL#5922Jr9 prorAlcEs 27 za.Therma-Tat Fibm-Clessie and arm lb Star Nominal 8&#39;0&qud;Nm-Impact&qum; Glazed IM12021 Yes Yes No NIA Composite Edge Fiberglass Single Domwdh 91 I1�(a)(Inaxibg�"tswing;XG.OXmOXG Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 „ _ GuaIIN Aasrart ea Ater-d for Use Aogrowd for Uso Imoa"tr Deal sot° u Rodud Modd.Numbmor Name Product Desorption Cgdraa Ex dratim Date HVHZ Outside HVXZ ) cmflguretlonsj 26 zb. Therma-Tat Fiber-Cl-thStar Nominal&&#39;0&quat;Ncr-Impact&qu t; Glued 1M 2021 Yes Yes No N/A Composlt. Edge Fiberglass Double Dom with or E_ ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 In I 1 SmeHVen[Moda191540-510 Duel Funct'on Flwdand Ventll.k, Vent 1M, 0020 Yes Y• NIA «7001-100 without sdelfies (Inswing/Outswing; XX or OXXO cerfiguratios) Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 2 Sm:dWort Model #1540311 Dual tegFioFlood Vent Ventilation Vent I2r312020 Y. Yes NIA «100milo 3 9martVenl Model #1546­520 Insulateo Flood Vent 12f3112020 Yes Yes N/A «100%100 4 Smanver 01#1540-521 Insulated Flood Vent 12/312020 Yes Yes NIA «100000 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 t2J312424 Yes Yes NIA NIA 5 SmariMod::IM540-570 Wood t;t Door Vert 6 Smndvept Model tk1540-5T0 Wood Insulated Flood Vent 12/312020 Yea YesP!!A «100/-1g4 Wa11 7 Sin riVent Model 91540.574 14.5&qud: Garage Door Flood Vent 12/312020 Yes Yes NIA NIA 5. SHUTTERS A_ STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 Florida Department of Business& Professional Regulation P'ge1af3 I'll Department of Business& ProfessionalRegulafon P.R.Iof All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Building Codes and Standards 1m202 Building Codes and Standards tlsrzoxl Product Approval Application Detail Product Approval Application Detail fie STRUCTURAL Cod- Crew or Data Data Date Pending 29a yemlin Manrrrecturo Contact EnpineorB Licerrse Validetad D, Submitted FBC Aoor l puprovad � tia � Data Pending �g COMPONENTS LM Tin'. version Manuracturer Contact Engineer :&. License Validated BY Validated -Submitted FBC.Aborovel Approved Status Revision 2020 Thmm, Tru Cmpomtim Slew Ji sperson Lyndon F. Schmidt. P.E. Ryan J. King. P.E. 07232020 07112IW20 W292020 10/13/2020 Appawd C.mg,iW.nor Doors (800)843.7628 PE-43409 (813)767-6555 SubcategorySwinging Efdenm Door Assemblies slaspere.0_0emetrue. Revision 2020 Thera -TN GsnerDm Steve43-7628 Lyndon F. SdhmltlL P. E. Ryan767-65, P. E. 10/132020 07/122020 07IJ02020 10/172020 Approvetl Subcategory: Wisner W Doors Siaspa i.n0t8 PE-43469 Category: (813) 787-6555 Fxteno Dom Assemblies sja5pttsonQiherriratN.co A. WOOD CONNECTORS/ USP Structural Conn. see chart Compliance Method: Evaluat'dm Report horn. m ..-_y,-_--_.-._.•.....-,....- ..., .,.--..-.. „....... ......•_--..- •. ..-..-.•,.-- _.... Compilr-Method: Report from m CordsRgi Method Evelctor Florida RegisteredEgArch'tectmaLlcensed Flontle Praeaslmal Engineer ANCHORS Simpson Strong -Tie see chat a7 if a Profte RegMaraiArchl[ect pre Licensetl Flori6e Praesslmnl Engineer B_ TRUSS PLATES .. ITW Building Components - Pates Alpine Truss i FL1999.1 - FL1999.4 I N A /3 12 1I2024- :. . , . : ,.; t s _ dralnv Assurance Apmowdfor Use Approwtlfm Uso Impact Desio" #Ca204St-RS tfiueYrda. .. Oualhv Assurance Apmowd for Use Approved fat Use I. -I Design CD MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 111 6/30/2021 1221 Rodl'd Modeli_Number our Na___ Product Description Contract Exolretlon Date In HVHZ Outside HVHZ Resistant Pressure t a. Therma-Tru Flber-Clessie end Smooth -star No &#39;8 m of Opaque i2/3i2D21 No Yes Yes NIA 1 Rode:MTru Fbembarof Name Rpmd 0&#39:8&q Contract ExdmtlonDale nHo outside NVHP Resistant Pressure 1 a. Therma-Tru Fibar-Classic and Smooth -Star 12212021 No Yea No WA pout Fiberglass CmwIrg?O Edge F berglass slope Poo Single (Inswog/Outa cmfig D qud;Opaque Comi Composite Cmnpasite Edge Fib rgless Single Dom Edge Fiberglass 0nswinp/Outswing Xoofifluretim) 2 b, Therms-Tru Flber-Classic and Smooth -Star N-Irial 6&#39:8 &qud:lmpao&quot Opaque 12/312021 No Yes Yes NIA Single Composite Edge F Fiberglass Single Dom C. ENGINEERED LUMBER Weyerhaeuser Rim Board LVL PSL LSL 3 3 r FL6527.1 - FL6527.5 N/A 3/31/2021 R. with sdellwati Inswinp/Outswing KO OX or OXO <1-Ined lima, 3 c. TAerme-Tru Fiber -Classic and Smooth -Star Non e168#39;8 8qua,lmpect8quot Opaque 12/312021 No Yes Yes NIA Composite Edge Fiberglass Double Dom wdh or D_ MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 hgur.=its's (Insw•ng/Outsvnnp; XX or OXXOcoril }, 4 d. Therme-Tru Flber-Ciessle and Smooth -Star Nmnimel B&#39;0 &qud;lmp.d&quot Opaque 12131/22021 No Yes Yes NIA Composite Edge Fiberglass Single Dom W (in-ing/Outswing; X configuration) 5 Therma-Tru Flber-Classic Smooth Nominal 8&#39;0 &qud;lmpad&quot; Opaque 12/312021 No Yes Yes NIA /� (D e. and -Star Composite Edge Fiberglass Single Doorwith conlI mono nswing/Outswing; XO, OX or OXO calflgurntlons) Yes NIA 6 f. Therma-Tru Flber-Claws and Smooth -Star Nominal 8&#39;0 &qud;lmpact&quot; Opaque 12/312021 No Yes Composite Edge Fiberglass Double Dom with or 1 without stims)s (Insw•IngfOutawing; XX our OXXO emflggretlons> 7 g. mamma -Trot Flber-Cland smoan-star Nominal 8&#39,8 &qua,lmpact&goat, Glazed 12/3irz021 No tea rota NIA The products listed below did not demonstrate product approval at review.. I understand that at the time of inspection of these products, the following information must be E Florida Department of Business & Professional Regulation Page 1 a2 Building Codes and Standards IsrmlCID Composite Edge Fiberglass single °oat (Inswny0ulsw9np;Xcmfiguretlon) .plan > 8 h. Therme-Tru Flber-Classic and Smooth -Star Nominal 6&#39;8 &qud,lmpaa&quot; Glazed 12/312021 No Yes Yes NIA Compw to Edge Fiberglass Single Dom wdh j"� 1 ) [� p p ) available to the ins ector on the obsite- 1 copyof the rooduct a royal 2 7 ' ! F+ f+ ProductA Approval pp vat Application Detail O al (Inswing/Out-ing: XO, OX or OXO j cmflgumticns) 12/31202 Yes Yes NIA 9 s P No , q q I. Therms-Tru Flber-Clot sic end Smooth -Star Composite Edge i udl s Double Door Composite Edge Fiberglass Double Doo with m _.....�.. .... .-�, _w __ _ ...a� �,.... . _ �...._.. ,._,....,.___ _ _ _»>,._ = ii Couple I or Date a n Data EaN )m2 �t PendingCL Yar'slnn Manufadurer Engineer&Licarea Vditleted &r vatmaed Sutimined CADDrowl without Sidehtes(I.swlmyOutswing: XX or OXXO E 4 r "� 3 IygE Aoprpved ;:au Revision 2020 MI Wind-. and Doors Bram Winger Luls Roberto Lomas Steven M. Urlcn, PE 10A62020 10/362020 10/19=20 12/152020 Approved conflguretiols) i �.s .. PE 625,4 -8454 pry: Ellen (717) 3BS3300 717 312 Subcategory: all Wed. Dom Assemblies bsitlinperl@miwd.com0 Q 0.omowdfm Aooroyadfm Impact De51pn I 3 - ....:..:..........:....... A:.....,.:..wa,;. .,.,..-.:: wa.,w...<x.,.,..:.,, .,.:,� :.�«:::w..,•,.<. s....,.».....:., �,a�..R..:,�:-.,,,�. :..„,»..5,:w.,.::.. .,sv.,, z.,k.,.A.: ,.>..,., ,�,,. ,< . ,- .,,.,,..,..«. ..,.. :..w....< .,.,. �-...,.-,. ..., ..,:.». .-.w,.,...� I l: Compliance Method: Evaluation Report from a 89 Professional puallN Assumrtce Use Us. Soak Rotlud Modal. N-tor or Name Product Description Cgdraa Emlmtion Date n Z Out" HVHZ assistant Preesure l � Engineer - .. cad od r - 1? I. Therma Ttu Fiber Class: n9m hSte Nominal 88.#390&ua lm ad&uot Glazed ,Z/312021 No Yes Yes NIA i ,-. FLn1S132-1e8 PFuddds Composite eFlbe lass Double Dom with Comp gig g without-Sitlell es Inawl -" utswln ' XX • XX t n O or OXXO ( 9 7 Ouaaty Assrrace Approwdfor Usa onavedfm Use ion Deal A Se Rodud Model. Nurnbma du r�It M e r Name Pro d Oasatotlon Contract Exdration Dale n HVHZ outslda HVH2 R I Pressure �� �� mnfl matims g ) 1.,_._.<..._...-�.. _ ..__>..:.�,�». ,...,,,.,�.,. „........»�v..., ., ,..:.. _.,,.,,. .,._. .., �....., .,,.». ,.....,„...a_...., ..._...,...,,..,....® :,_........,,..,._.«. ..,,,.,...,....,>., ,«....,ate. _,,....:. ....,.....,....,.,, _,..,�.......,........., ..,..,,W.,.... __,.. .,..-.. ..., _.....:...�,«.,.,,, .. „.,..,..:,...�,.. ,. ..,,... ._,,. _,. .:.,._..e...,.:,....._ .,..:....... .,..,.., .,. _., .,...,w..�.., . i '4 =sue _fS ..»,,... .......... . ... ............. .. .»,..� ,..-,.-,:.... ,. _....». ,�....., ,„,. „ ........,..... �,........._... _........ •. , ,...�'• 1 t 1 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OXO 17/312024 Na Yes No NIA NON -REINFORCED € i 2 SERIES 420ALUMINUM SGD SER ES 420 ALUMINUUMSGD OX, XO, XX 4213112024 No Yes No WA .._�....,___._ ..,. �._,.-__._ ._.. .... ___.,.,.r__..__„ .__..._,„»._ _._.._....._. .., ...._... .., .,,.____.. _...,.__. ,... ..y ..... 1. ,y S420&cud; NON REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 72/372024 No. Yes No NIA SERIES l45- 4 SERIES 420ALUMINUM SGD REINFORCED SERIESSGD REINFORCED OX, 12/31f2024 No Yas No N/A a (. R APPLICANT SIGNATURE DATE 96 ALUMINUM d 1 i i 3 i 5 SERIES 420ALUMINUM SGD REINFORCED SERIES ALUMINUM SGD REINFORCED XXX 12/312024 No. Yes No WA 3&quotx96&qud: U) t K M W Florida Department of Business & Professional Regulation P.R. 1 a t ? Florida Department of Business &Professional Regulation Page I aft Building Codes Standards Building Codes and Standards 1i5=21 g and Ire2m1 Product Approval Application Detail Product Approval Application Detail O cu Code Enthy or Date Data Data Pending Date Verii Sg,{je- P�ntHv J]�te Date Data Dalg m :site Version Manufacturer Contact Englnear&Ucense Validated By Will Submitted FBCApnro I Approved status ]�pq Manuraeturer contact Engineer&tl<enso YAWafed By Validated g rBC Approval ARma ed 2WW1 Ravklm 2020 Wayne Dalton division a Overhead DoDwayne KornP. ish John E. Some, Jer Amo P.E. OS/292020 w cu Revision 2020 PGT IndustriesJens Rosowskl Ml-Dade SCOO - CER MlaM-Dade SCCO - VAL 1IA9r1020 10262020 11242rove 020 Approved a m es, IOtl 2=20 10232020 12/152020 Approved 0 i-50 aryme l13 0) Category: Exterior Doors, (941) 486-01,00 (786) 315-2590 Subcategory: Siding Warrior Door Assemblies JresowsM@pgbndustnes.c (4) Categorytier Doors EkomishQwnync-dotfim.c Compllanu Method: Certlflcatlon a Mark Listing oat Subcategory aeaimnl Falerlo Dom Assemblies tun ry: Compliance Method: Evaluaim Report from a Q FL#251-R.13 Products; Florida Reglst red Architect m s Licensed Florida Prdessnoel Engineer Z Quality Assurance Approvatlm for Approved for Use Impact Dealt', Sed# RwWct Model. Numaor our Name Prodget Des<rldlon Comrazl Exglretlon Data In HVHZ Outside tmz Resistant Pressure: F(L/t(248•R2g "stools ' rl z 9 8GD-557.0 (Large Missile Impact) MYA aiding Glass Dom 0014202, Yes Yes Yes N/A OUdIN Assurance Approved for Use AWrowd for Use Impact Design Product Model. Number or Name Product Descrldlon Contma Emlraton Date In HVHZ Outside Hl Resit pig, 3 8000/810018200 tkI105 98#39; Max width. 14&939; Max height, Gluing 12r312023 No Yes Yes +31.00/-35.00 in J available top or lnteimediat-oner. 10 8000/8100182QO #1123 16`0139; Max Wdh. 14&#39; Me. hall Glazing 12/312023 No Yes Yes -30.00I.33.50 avallable In top or intermediate section. SHEET NO, PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I ai 1Fsda12l Cade tF iris [late Date Darn Pend ec Oat. Moll Version Manuratlurer Contact Engineer&Llcerma Validated By Validated Submitted FEC Approval Approved Status Revision 2020 Comes Dlvislon of AAOG, Inc: Tom Rattay UL LLC Troy Bishop, P_E. 1.2MO/2020 12/012020 121212020 Approved Category: Exleno, Doas (641) 494-2813 (954) 947-0380 Subcategory; Exterior Door Components torn.rattay@assambloy.co Compliance Method: Certification Mark a Listing m iI Pto ` LJIt153rR dvdka P _ _ �' _ Qualhv Assurance Approved for Use Approved for Use Impact Desire, sari # R'oducl Modal. Number or Nema Product Dascdodon Contract Exdrallon 0afe In KVHZ outside HVHZ )runt Pralq 1 607 707. 727, 747. 767. 777, and 847 Single and Pairs of Flush, Glazed, and Louvered single and pairs of 12/3112025 Y. Yes Yes N/A Doors hollow metal does, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fag. I oft 176f2021 S'" lenity or Dste Rat Date Pandr. 299 TV-i Version Manufacturer Contact Engneer 8, Lieeral Validated By Validated Submitted Fac Approval Approved Status Revision 2020 MI Wndcvm end Doors Brent Stringer American Architectural Steven MUrich, PE 11222020 1122r2020 11282020 Approved Category: Windows i717) 305-3300 Manufacturers Association (717) 317-6454 Subcategory: Fixed bsidinger@miwd.can Compliance Method: Certification Mark a Llating 53d4R44 Prbduofs;.=. ,. ,. .. raudin, Aeauance proved for Use AD AD proved fa Usa Imoacl D.@.al+n Sap # RD&lcl Motlal. Number or Name Product D.scrlotic n Contract Expiration Date In,t, V4Z Dotal HVHZ Resistant Pressure 1 185 PW 73.721neuhled Glass 04/03ll No Yes No +60/-80 Florida Department of Business & Professional Regulation page i of Building Codes and Standards 1ffi12021 Product Approval Application Detail Code Entity or Wta Date Data Pandang Cato Tv.e Veteran Manufacturer Contact Emdneer&Llcerae Validated By Validated Submitted FBCApproval Approved status Revelon 2020 James Hardie Building Producle, Inc. Chad Diereks V. Andrew Tan John Southard, P.E. 01/052021 i2P 42020 01/062021 ding FBC Appn Category: Panel Walls (909)545-SZ59 PE-81662 (352) 357-2528 Subcategory: Siring chaddiercke0jamsshadl Compliance Method Evaluation Report from a ecom Flonda Registered Architect or a Licensed Florida Ft.W30iluiSPradidi Professional Engineer ,': , . ': ,,: ., ;.:." „- _ . Sea # -.. Product Model, Number or Name ... .. Product Descdotlon Qualty Assumm, Contract Expiration Code Appeal for Use Approved In HVHZ 2zgga for Use jmgag goat, HVHZ Resistant ppAaura 1 Cempiank Lop Siding fiber -cement lap siding i2/3i2023 Yes Yes NIA N/A 2 Hard.Plank Lap Soling fiber-cemen rep siding 12/312023 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail. P.O.I dI 116/2021 Cade Entity or jute Dag Data Pondno Dart T,-yge yaral. Manufacturer Contact Engineer &Llcama Validated By Validated Submitted FIRCApproval Approved status N Revision 2020 L V_ Thann son Inc. doe Thompson Architectural p p Ton Christman Zachary R. Priest Stove. M. Urich PE Y hat 09/17/2020 '091162020 09222020 12J15/2020Approvedr Metals CampenYTAMCO) (813 246-3456 PE-74021 (717) 317-54 Category: Roofing tonyQganetairooflng.com Subcategory: Roofing Accessories that are an Integral Part cribs Roofing System Compllanct Method: Evaluation Report from e Florida Registered Architect or a Licensed Field. Professional Engineer ale F I ... 4 &R3 g�L.. t, ss 20M Aurance - ADorovadforgaa AooriveUse . dia Impact Imo.,. 22 # Product Model. Numhaor Name Product Desrxldion Contract Expiration Dal In HVHZ outside HVHZ jj"Il9agt Prinowne 1 TAMCO Hal Top Ot Ridge Vent with Berle for Tile 26 ga. static real venhlater with bell 09/09/2026 Yes Yes N/A N/A 2 TAMCO Gooseneck Verd 26 ge, 09/092026 No Yes N/A +O/-52.5 3 TAMCO OGRldge Roof Vent will Belle 25 ga. static rooivenblatawltn Integrated battle 09/092026 Yes Yes NIA N/A 4 TAMCO Round Top Off -Ridge Verdi with Befits for Tile 28 ga. static roof ventiletawilh lairs 091092028 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga I oil I,7d2021 fipgg: Entity or ghats. 2M Date. Pending Bata IYp! Version Manufacturer SsPntid EnN nap&uiense Validated By Validated Approved FBCAporaval $tstgs Revisor 2020 Global Protection Products, LLC. Tim Robinson Walter A. Ti Ifit Jr., P.E. John W. Knezevioh, PE a9rD82020 09/082020 itim2020 12/152020 Approved Category: Shutters: (954)609.2545 PE-44167 (954)772.6224 sutiCatagory: Storm Panels iim roanson:@gppent,can Compliance Method: Evalu allon Report from a Field. Registered Archkect or a Licensed Florida Professional Engles., F LN1507iaRffiPu'dtluds+ Sag # Product Model. Number or Name [.luau, Aeeurance Product D-hallos Conrad Expiration Date Approved fa Use Approved for Use Imoat! In HVHZ outside HVHZ Resistant Deslml )sire 1 20 Gage Galvanized Seel Storm PapefbA4VHZ Corrugated Galvanized Seel Storm Panels retained 12/312021 Yes Yes Yes NIA. a not by tracks to provide hurricane protection. 2 24 Gage Galvanized Steel Storm PenelaMHVHZ Corrugated Galvanized Seel S arnPanels retained 12/312021 No Yes Yes WA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Page I .f I Building Codes and Standards 1/72021 Product Approval Application Detail Cod. Entity or Ike ,Date Date. Pending Doom T 3 Verson Manufacnurer Contact EDtifiri & License Validated By Vslldaad Submitted FBCADpmval lipplpYeg a" Revision 2020 MITI Inc. Erin Walden ICC Evaluation SeMce, LLC ICC Evaluation service, 101022020 0WOM20 10/11IM20 Approved Category: Stmcturel Components (952) 898-81335 I.I.C. Subcategory: Truss Plates ewalden@mlieurn (205) 59&B800 Compliance Method: Evaluation Report from a P add Evaluation Entity F 9k 7 PrOdUCK 2f .- �, -.,. t I I I - `"' QuaIINAssurance, Approltor Use ADDroved for Use W= 2ARIOU Seo # Product Model. Number or Names Product Derwhol on Contract Expiration Date InHVHZOutside HVFIZ. Resistant Pressure 1 M18SHS 18 ga. super high strength truss connector piste O n 2021 Yas Yes N/A N/A 2 MII 16 16 ga. uussconnectorplmte 06/302021 Yes Yes N/A NIA. 3 MT16HS 18gm, high strongthfruss rennaeter plate OW 2021 Yes. Yes WA NIA. 4 MT20 20 rm. trues connector plate 06/302021 Yes Yes NIA NIA 5 MT20HS 20 ga. high strength truss connector plate 06MM21 Yes Yes NIA N/A Florida Department of Business &Professional Regulation Pagel of I Building Codes and Standards Urml Product Approval Application Detail Code. Entity Or Bets 2a Date Pending 20 T'al Version .Manufacturer Scrod Enginea.&Li.enae Validated By Validated Sidarriftbad FBC Approval Approved status Revision 2020 Commercial Concrete Products,lnc. Robert Gillis Samuel A Greenberg John Hoy 12/i62020 12/162020 12282020 dog FBC Apo, Category: Sructurel Components (813) 659-3707 PE-34245 (352)588.5311 Subcategory: Products Introduced as a Result of pnecestgeter@yahoo.com NeW Technology Compliance Method: Evaluation Report from a Hard. Registered Architect are Licensed Florida Professional Engineer FL#t Jb t46 Prodo+s 'x. .,. v:.i ; ,. ,, , ,a Quality Aussuran.. Approved far Use Approved for Use Impact Del Sea # Product Model. Number or Name Product Description Contract Expiration Date In HyH7 Outside HVr1Z Itslshor sure 1 Quality Precast aCommercial Concrete Products Protest and Prestressed: Concrete.Unt.is 05252024 No Yes NIA N/A Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1113=21 Product Approval Application Detail Cod. EnI or Data Date Date Pendant pDl Type Version Manufadura Contact Engineer & License Validated By Validated Submitted FBCApproval And. status Revision 2020 Ajelde Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10262020 10262020 11/02/2020 12/152020 Approved Category: Panel Wells (330) 92Z-Z389 PE-43409 1813) 757-6555 subcategory: Sol nthompsonQ.lside.am Call .... Method: Evaluation Report from. Fonda Registered Architect or a Licensed Florida „ 5272.R3'Pradu =R #1 i Professional Engineer '{ ,. '= , .0 =` ty `,;: pis. __ ..,.. ` .' .._. .,.: ,. ;- . ,., ;. ... .,, �_ Sea # Product Model. Number or SUB Product Description , Duality Assuan Contract Exdratlon Date ., x Aborowd for Us. A-l-alfpr Usa In jjl Outside HVHZ ., r, . Imgga Desk, jjaIstiant Pressure 1 .. &cuot;2T800.l Bell Vent or Said Vinyl Sand i2/M2021 No :Yes No. N/A 2 b, &gbct Alli.ca T4&goot; Soffit Vent or Said vinyl Sofia 12/312021 No Yes No N/A Florida Department of Business & Professional Regulation page'I oft Building Codes and Standards IJ612021 Product Approval Application Detail gam Entity or Date Date Data Penduha Em Does Typo version Manufacturer Contact EnoIneer&Licervee Validated By Validated Submitted FBG.Approvai Approved Status Revision 2020 Flonda Metal Products Inc- Clark Jones James L. Bucker, P.E.@ Steven M. Urich, PE O927/2020 09252020 10/042020 12116/2020 Approved Category: Roofing (904)783-840D CBUCK Enginearmg (717) 317-8454 Subcategory: Real Accessories that are an clerkQAamw.com PE-31242 Integral Part orthe Roofing System Compliance Method: Evaluation Roped from a Honda Registered Architect or a Licensed Florida Professional Engineer t 1lis" 'Produrda Quelliv Assurance Approved for Use Approval far Use tmped ossion gal Product Model- Number or Nana Product Description Comrxl Expiration Date In HVHZ outside HVHZ Rjryllgant Pressure 8A p V &q oL 3 3- FLAMCCO uct;RV 10 Ride era u � Ridge P Aluminum Rid Venis for itched roofs fabricated 12/312024 N o Yes No N/A from 0.025' Aluminum Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel pit 117/2o21 SrBga Entkv or 2stt Doi! .Date Pendlna beta Moe Version Manufacture Contact Engine" III License Validated By Validated Submitted FBCAptrovat A,mwd Status Revision 202 Re " " 0 Product., LLC. Global Protection Produ to . if Jr P.E. Tun Robinson Walter T d ., John W. KnezeWch, PE 09 820 0 09/082020 10 12020 12/15W20 roved A 2 N Approved Category: Shortens (954) 669-7545 PE-.44i67 (954) 772-6224 Subcategory: Storm Panels 2im:manson@gpp.mcom Compliance Method: Evalustlm Report from a Florida Registered Architect or a Licensed Florida P ':Rs'Prp 1a Prdessianel Engineer A, pia gal Product Model. Numaeror Name .. ,`... Quality Assurance Product Deurldlon Conrad Emiration ,.: .,,,,. it _,,,. Approved for Use Abandoned for Use Impact, Design Date Ip}j)jr g outside HVHZ gealshDt Pressure 1 20 Gage Galvanized Steel Stam Pone4sA4VHZ Corrugated Galvanized Steel Stann Panels retained 12/312021 Yes Yes Yes NIA a not by tracks to prWide Hurricane protection. 2 24 Gage Galvanized Seel Storm Partial Corrugated Golvenlzed Seel Stan Panels retained 12/312021 No Yes Yea NIA ar rid by had. to provide hurricane Ixdediog Florida Department of Business & Professional Regulation Paz.1 or I Building Codes and Standards iff/2ml Product Approval Application Detail Cod. Endy or Code Dot. Date Pol Data zm Version Manufacturer Contact Enulnaer&License Validated By validated Submitted FBC Approval Approved UUMIL R.vlsbn 2020 Weyerhaeuser Rcb Baldwin ICC Evaluation Sallee, LLC Ian LeMer. P.E. 1011312020 Applied For Category: Structural Components (253) 924-6479 (608).839-3288 Subcategory: Engineered Lumber Rebelt.Beldwin@.weyerna ComptaneeMethod: Evaluation Report from a eusa,com Product Evaluation Entity _ 4yat537.R1 F 1 Pradu fL Quality Assured, pp Approved for Use A - owlfor Uae W= gsn We, Seo # product Model. Number or Hanes Product Description Contract Excitation Date 1,;ll Outside HVHZ Resistant Pressure 1 Moralism LVL Laminated Veneer Lumber 03/31QQ21 No Y. NIA NIA 2 Pamil.m PSL Parallel Scent Lumber 03/312021 No Yes NIA NIA 3 TlmberStmnd. LSL Laminated Strand Lumber 03Y312021 No Yes NIA NIA 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 03/31202/ No Yes N/A NIA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA N/A Florida Department of Business & Professional Regulation Page I at Building Codes and Standards Irr2U2l Product Approval Application Detail Cade nE Nh or Data Oat. Dffie Pendna pale 1Trg0 Version Manufacturer Cachet Bnainear&License Validated By validated S rbmided FBCAooro,W Approved Status Afflrmatlon 2020 PGTlndl.mries Jana Roscaski Miens-Datle. BCCO-CER Miami -Deal. BCCO-VAL 11/052020 fi/omo20 11M12020 Approved Category: W haws (941) 486-010D (788) 315.2590 Subcategory: Single Hung jros-k)4Qpgtindudri.s.c Compilance Method: Cemficaa.n Mark a Listing iFt#2+ aB priNiir - r am ,.,_ . , Bad a Product Mudd. Number or Marne Product Oescrippon _., ,._ Quality Assurance antraot Expiration Data ,..., ,,. ..� .. ,I,, PDeal- Approve fa Use Approved for Use In, HVKZ outside HVHZ Resistant Pressure 2 SH5500 (Large Missile Impact) Vinyl Single Hung Wndav 07/3t12025 Yes Yes Yes NIA Florida Department of Business &Professional Regulation Page 1 of I Building Codes and Standards IrJ2021 Product Approval Application Detail Coale. nE tIN or Date Data Oat, Pandna 04. Type yorlon Manuradumr Coned engineer &Llcome Validated By Validated Submitted FBCAooroval A ...... d Smtu Revlsion 2020 MI Windows and Doas Front Sitlinger Anal Architectural Steven M, Urich, PE 10/06/2020 10/06/2020 10/19/2020 Approved Category: Windows (717)36633D0 Manufacturers Association (717)317.8454 SubcategoryHaiaonhl Slider bsltiinger@miwdcom Camplian-Method: Contract- Mork or Listmg FL#1535t8prattumaPradums , 211111.9 Prgrlud Model. Nu baron Namur Prorlud D4saioaon Gail Assurance Conrxt ExWmtlon Date Aaprovwd�fpr Use Approved for Use knell Dealer, In HVIjZ Outside HVHZ Resistant Pressure 1 H8 188 Fin and Flange Frame 73x62 Insulated Glass 021A2024 No Yes No +551-55 -F-• N N cn l N a- L 2w CD- +-e 0 0 = C:)- Ito0 0-(�. '& }e W ^` W -a (��e /� `r1r U O CTS -0 - Cn -0 0 O L e= W 0 CU 0 .0 Cn (D -illQ' 0 L Q Cn 0 .- �C/U VJ Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation Page I of I Building Codas and Standards ib2021 Building Codes and Standards t,9r2Dst Product Approval Application Detail Product Approval Application Detail code Ill or Oats ate Data Perking Die Cope aEn tv o Oats ggte Date Ponding Date 0 Tie Vomon Madurfadumr Contact encinaer&Upon. Validated By validated subrtdtied. FBCAppmyai Approved status ZM version MaiuRacturer Contact Enolnea&Ucerae yelitlatatl By Yalltlatetl Submitted FBC Approval Approved .Statue Revision 2020 MI Wndawsand Doom Brent SQOnger Luis R Lomas, PE Sraven M. Urich, PE 10/0612020 10/D62020 10/162020 12MEM20 Approved Affirmation 2020 PGTlndusldes Jens Rosowskl Mhml-Dads BCCC -CER Mlam-Dade 9CC0-VAL 1IM512020 11/052020 1111112020 Approved :Category: Windows (717) 365-3300 Pill (717) 317-8454 Category Wntlows (941) 486-0100 (786) 315-2590 Subcategory; Mu ions bs)dingerQmiwd.cam Subcategory: Mullions j__ek1@pgtlndus1nes.e Complle-Method: Evaluation Report from a Compliance Method: Cemflee en Mark or Lisping Mr, Florida Registered Architect or a. Licensed Florida - Professioral Engineer PL�y¢j,.ft13 Protects + ; ,,,:r m ., rat ::*t - ,'- _ - ftuW53d$R&Pradudts ,,,, ,. „,;.-.. :_ I ='';r „?,., ' y ", .+`',= Qua1lhAssuran Approvedfor Us. Approved for Use ImDad Design �, 1 ` , Sag # Product Model, Number or Nana ProductDeacrldlon Contract Emkatlon Date In HVHZ outside HVHZ Resistant Pressure OuaWAesurtnce Apaovedfa We Approved fa Use fdrical j2eatm 1 Mullions for Al Doors and Windcvrs Aluminum Mullorm 052"v2026 4 Yes Yes Yes NIA Sao # Product Model. Number or Name Pmdrd DsscMMm Contract Expiration Date In HVHZ Outside HVHZ Randshunt Prsasura 2 5764 Val Aluminum Mullion 1213i2024 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 dz Building Codes and Standards Vill Product Approval Application Detail Code Entity oS Data wit. Date:Pendlna ow ,Dale Ion Manufacturer Contact I]minea&License, Validated BY Validated Subighlitteld FBC Approval Approved Sttus Reardon 2020 GAF Michael Stich Robert Nieminen John W. Knezevich, PE 09262020 09212020 101022020 12152020 Approved Cda9b1Yt;Rd0fib9 (800) 786-3411 PE-59168 (954) 772-8224 Subcategory. Asphal,Shingles mstieh@gaf,com Compliance Meahatl: Evaluation Report from a Elands Registered Architects a Licensed Hands h ati ''k?.' . R. amd Professional Eoglneer - =q Sea # < Product Model. Number or Name , �. Product DescrIDOon Qualliv Assurance Conrad Excitation Date , Approvetlfa gh}}yt{j Use Approved outside for Use HVHZ .'. traced D-lon < ,: Resident Prossum 1. GAF A.pheff Roof Shingles Fiberglass mWo,ted 34mb, laminated, Stab and 12IM022 Me Yes NIA NIA mptrrdgeeaphetl shingles Florida Department of Business& Professional Regulation Building Codes arid Standards Product Approval Application Detail Pagel oft 1472021 Cock eafZtyorr Data Data Date Pending DM- Mw Version IdmudetWrar Contact. Ermineer& License Validated By Validated sUbirill FBC AWDI ggptgygll Revision 2024) Lomanoc Katrina Jolley JamesrL. Buckner, P.E. Steven M. Urph, PE 11232020 11232020 11282020 :ring FaQ Appn Category: Rol (501) 983 6163 PE-31242 (717) 317-8454 Subcategory Roofing Accessories that Us an klelleyQiomeraccoan Integra Pen aide Roofing System CompgewdRe Method: Evalusalah Roped from a Florida Reglstered Architects a Licensed Hardde Professiahal Engineer 'FtM'(T2D2.R6 Products Qualm Assurance A proved for Use Approved for Us P formermmeDesig n seal hodud Notlel. Numberor Name Product Desalogan ContradExalratim Data, In HvMZ Outside HVHZ Resistant Press r(_m 1 Deck -Air"' DA-4 or TRI-BVIltGack-Alr DA4 Lay Profile Polypropylene Plastic. Roo Vent 2110 C25 YProPN 1 2 No Yes No +97.5J-8L5 Mechanically Attached to Plywood Dal Florida Department of Business & Professional Regulation Page oft Building Codes and Standards im2021 Product Approval Application Detail C044 Entity o Data,. We Peri pore jygs version MwLliwwrer Contest Entree&Limited, Validated By Validated .submitted FBC Augrovel Approved $tine. Revision 2020 All American Shutters and Glass Mike Emblem Frank L. Bennardo, P.E Troy Bishop, P.E. 10282020 1(V152020 11/052020 /2/152020 Approved Category: stloeem (561) 712-9882 PE-0046549 (954) 947-0880 Subcategory: Storm Panels mlkebQallemencansh ore Compliance Method: Evaluation Repot from a re - Honda Reglctamd Arohltedtr a Licensed Honda Fir Professional Engineer 'Mad "r,. „�,( :r ; ;.,, ,,, , " ,';.g .. %,.�- - F 1,4 6 . .;' Quality Assurance Appal for Use Approyellor1196 limbed besaark $ e Product Model. Number or Name Product Description Cadract Expiration bate In HVHZ Outside HVHZ Resistant Pressure 1 24ga Galvanized Sled Sam Panels 24ga Galvanized Brad Storm Panels 12J312021 Yes Yes Yes N/A Florida Department of Business & Professional Regulation page r at Building Codes and Standards i/7/2021 Product Approval Application Detail Code Entity a Date. 29L. Data Pending pee. L21 Version Manufacturer caned Enainaer&LIctril Vaildeled BV Validated Submitted FBC Approved Approved , Revision 2020 CAST-CRETE USA, LLC Craig Parnno Mismi-Dade 6CCO-CER Mi ord-Dede BCCO- VAL 11202020 102712020 117CII2020 Approved category: Structural Components (813)621-4641 (786)315-2590 Subcategory. Products introduced as a Ill of cpardno@castaelorom New Technology Compliance, Method: Certification Mad a Listing 9 FL#tSB.Rt3 Prdducis - " Quality Assurance Approve for Use Approved for Us a Imced pevlan sw # Aoduct Model. Number or Name Product Descrlatlon Control Ixmretlon Date In HVHZ Outside HVHZ' Resistant preesun 1 High Strength Concrete Linters 4. 6.8, and 121nch wlde lintels 05212022 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page i out 1/62021 Code Entity or Date Dote, Data Pond na Dide TYPO version Manod".. Contact Engineer & License Validated By Validated Submitted FBC Approval Apron, Status R.,mlon 2020 TAMKO BuBding Products LLC Kehl Eden Robert Niemmen John W. Knazal PE 10/042020 09292020 10/i22020 12/152020 Approved Category: Roofing (417)624-6644 PE-59166 19541772-M4 Subcategory: Underlayments kern eden@temko.com Compliance Method: Evaluation Report from a Hard. Registered Architect or a Licensed Florida Professional Engineer Prewus f QuallivAssrrarce A-alfaUse Aooroved for Use Impact Deskan aeo # Product Model. Nureba or Name Product D... d,6on Contract Expiration Dd. In HVHZ Outslda HVHZ Resistant Pressure 1 TAMKO Root Undedaymm,(HVHZ) Roofundedayments fa use In FBC HVHZ 10/182021 Yes. No N/A. N/A juried.U.m. 2 TAMK0 Roof Unds,mymants(NON-HVHZ) Roofundedayments for use in FBC non-HVHZ 10/182921 No Yes NIA N/A jurisdcflons. Florida Department of Business & Professional Regulation page I .is Building Codes and Standards 1r7r2021 Product Approval Application Detail Vie_ jBdgyQr We Don. Data Pool jDoe. TV- version Manufacturer Contact Engineer &Ucaae Validated By Validated BUdwilitted FBCAporcl Approved Status Revidon 2020 8-1 ROal Anderson Roan IAPMO Untiomn Evaluation Gary W. Walker 11/032020 11/022020 11105=20 Approved Category: Roofing (801)380-6091 Services LLC. (205)854-0180 SUDGalegory-• Regime Tiles RcbIWdersah@bomI.co Compliance Method: Evaluaion Repot from a m Product Evaluation Entity -"',r -: ., ..: -. .. FLiRt§d9.Rt2 �4'atliis Quality Assurance Approved for Use Approved for Use indeed e D Slat Seg # RodgN Model. Number or Name product DaecHdlan Contract Efmiralon Date In lsltla OuHVHZProssure Resistant 16 Saxony -Shake,state. Country Slate, Split Old English Flat Pfile ro-Denver, CO 1213112020 No Yes NIA Thatch &amp; Impact 17 Sal600- Slate Shake &era ' 9 Shake P= PM Fla[ rail - F. a Stockton. CA 121312D29 No Yes NIA WA 18 Saxony 600- Sate, Shake &amp: Split Shake Flat Profile. Rialto. CA IM 2020 No Yes NIA NIA is Saxony 700- Shake, Slate &amp; Spit Shake Flat Profile -Seddon. CA 1213112020 No Yee N/A N/A 20 Salary 700 - Snake, Slate &amp; Split Shake Flat Prorlle- Rialto CA 1213112020 No Yes N/A NN1A 27 Tense Espana / Barcelar a High Profile • Ka(y, 7X 121312020 Me Yes N/A N!A 28 Ville Low Prate- Katy, TX 12/312020 No Yes NIA N/A Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards 117=21 Product Approval Application Detail Code Entity a Data Pat. Delta Perking Dale 72$ Metered Manufacturer Cont t Endneer&ueeme Validated ByValidated Su ' U6PSC Approval APDro ad Status _ Revl9lon 2020 Alpine Sued Lewis ICC Evaluation SeMce. LLC William M. Raman, PE 10/312020 10222020 11/052020 11XsM20 Approved Category: Structural Canpa dram (321) 710-3377 (407) 881-1917 Subcategory: Truss Plat" .1-1.Q4Ipineflw.com Compliance Method: Evaluation Report from a Product Evaluation Entity er FL#1M aduds R - ... _I Ouallh Assurance Approved for Use Approved for Use I mppd Deal itepit Product Maria. Nurrma or Name Wotliut. Dexrullon Contract Ekmlrellon Dap In HyH2 Outside HVHZ Bgeista(]( )Preswr§, 1 ITW SCG/Alpine Higher Strength (H &amp; S) Metal Connector Plate 12/312024 Yes Yes NM NIA 2 ITW BCG/PJpine Hing. Plate Motel Conn actor Plate 12/312024 Yes Yes WA NIA 3 ITW BCG/Alpine Trolo. Mehl Connector Plate 12/31/2024 Yes Yes NIA NIA 4 1TIN SCG/Aipine Wave Metal Conn acts Plate. 12/312024 Yes Yes NIA NfA Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1172021 Product Approval Application Detail QU Enift or )2s(i ats, pat, Pending RAI ])(ge, Version Manufacturer Contact Enalmer:A License. Validated By validated Submitted FBCApprove[ Approved 2atps. Revislon 2020 CAST-CRETE USA, LLC Craig Panto MlarN-Dade BCCO - CER MIaW-Dade BCCO - VAL 11202020 10272020 1127=20 ppraretl Category: Structural Components (813) 6214r41 (786) 315-2590 SubCategory: Products Introduced As a Result of epenino@cestcrete.com Mal Technology floSill ProneL Compliance Method. Cerbre lion Mad a Listing p a e 9 prep# Product Model, Number or Name. Coll Assurance Approved for Use Product Ipswich- Contract Esol'rellan Data Its Approved for Use outside HVHZ Imaad Resistant Wall Prosl 1 High Strength Concrete Lintels 4, 6. 6, and 12 Inch wide lintels 05212C22 Yes Yes N/A NIA w J yi �7 N• Cn _tf O -� (1) W (1) (L) v ) O L � CIO -0--i 0_ CL < Cf) 2:% I.-_+ 0 L) L (m)m '�'^ V, W Z Z Z Q J a_ SHEET NO. PA 1.1 Mr-T: Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3ot2020 iMM Simpson Strong -Tie 2020 FBC Approved Products updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. - For direct links to all SST approvals fisted below, CLICK HERE. • For additional information regarding Florida's Statewide Product row to 9 g oil et Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK KERE, r ir• a For additional information regarding Florida s Statewide Approval System andMlami Dede County Notice. of Acaeptance(NOA), ��. �., .._..-. FL#2355-R7 FL#10446-R6 e # �g Product Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description 1 Titer Stainless Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titer stainless steel masonry screw I A21 A23, A33, A34, A35, A44 Angles 2 APA21 APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44 APB44R APVB66 APB66R APB88 APB88 APB1010 APBI010R APVB44 R, , Outdoor Accents. Post Bases FL#9569-R8; APV644R,APVB66 APV866R,APVB88,APVB88R,APVB1O10,APVBIOIOR 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties Sea # Product: Model, Number or Name .Product Description APVDJT2R-6 I SDIOI12DBE Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610,APHH810R Outdoor,Accents Heavy Hanger 2 D9112 SD9212 SD101 2 SDIO212 S 1 , Shan Drve SD Connector Screw 9 cto 6 APL4, APL6, APT4 APT6, APVL4, APVL6, APVT4, APVT6 T Outdoor Accents Land T Beam -Column Ties 3 SD9112SS SD921 SSStrong-Drive 2 SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH210R Outdoor Accents .Light Hangersr 4 SDC 22 34, 5DC 2 512, SDGF22614 SOCF22700 SDCF22858, SDCF221014, Strong -Drive SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 5 SDCP22434 SDCP225 2 SDCP 2614 P2 , 1 2 SDC 2700, SDCP22858, SDCF22912, Strong -Drive SDCP Timber CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist ' SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 6 SDHR27400, SDHR27614 8DHR31400 SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop D525 12, SDS2 134, SDS25200, 8DS25212, SDS25300, SDS25312, SD825412, Strong Drive SDS Heavy Duty Connector Screw 13 FCA, FC6 Framing Clips SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 8 SDS25112SS, SOS25200SS, SDS25212SS, SDS263005S, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 9 SDWF2718, SOWF2720, SDWF2724, SOWF2726, SDWF2730 Strong -Drive SDWF Floor4o-Floor Screw 16 H2A, H2,5T, H8, H10A-2, H10S, H14 HGA10 HurricaneTies 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH6 Header Hangers FL#10007-RB 19 KBSiZ Knee -Brace Stabilizer 20 1.30, L50, L70, L90 Angles Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 1 ATR3/8, ATR1/2, ATR5/8, ATR314 Threaded Rods 22 1_S30 LS50, LS70; LS90 Skewable Angles 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 3 BP3/8-2 BPI/2, BPI/2-3, BPS/-2 BP5/8.3 BP 4 B /4- B TUD3- , 8 3/ P3 3 PR 3 4 Bearing Plats g e 24 L L' L S 6RZ J 8 LSSJ R LS i 210RZ SSJ26 Z, S J2 , LSS 2, LZ, 28 Z, SJ210LZ, LSSJ i Adjustable o f Hanger Field sta Jack 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, Cl CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2 37, LSSR2 56, LSSR210-2,, LSSR410 Field Adjustable Slopeable/Skewable Hanger 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUDZQ CTUD77, CTUC87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates CTUD98, CTUD99 27 ML23Z, M1_24Z, ML26Z, ML28Z; ML21OZ Angles 6 N3, N4, N5, W Heavy Hex Nuts 28 MMH8 Roof Tie -Down 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 -MMHC Hinged Roof Connector 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2, MMLU210; MMLUl211, MMLUI39, MMLUI311 Face -Mount Hangers 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, OTC, HTC4 Truss Clips 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10441-R6 FFl #10447-RS Sea III Product Model. Number or Name Product Description Y DTT2 Hold-down Sea # Product Model: Number or Name Product Description 2 HDC10/4, HDC10/22 Hold-down I AHEP Adjustable Hip' -End Connector 1 3 HDQ8, HHDQ11, HH0Q14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3,: DSC5L-SDS3. Drag Strut Connectors 4 HDU2, HDU4,.. HDU5, HDU8, HDUI1, HDU14. Hold-down 3 GBC Gable Brace Connector 5 1 HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2 HCP4 Hip Corner Plate 6 LSTHDB, LSTHDBRJ Strap style hold-down 5 HR _ -, H C2 2, HHRC42, HHRC42 2, HHRC4M.81, HHRC44, HHRC5.2513.25, HHRC5.37/3a2, Heavy Hip to Ridge Connectors 7 MASA, MASAP Foundation anchor strap HHRC66 8 MPAI32 MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 9 PAIS, PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 10 PAYS, P 123 PAI2$, PA135 Strap -style purlin anchor 8 LSU26 LSSU28 LSSU210 Light S_lo eable/Skewable U Hanger 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 12 STHD14, STHDi4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip 11 THA29 THA213 THA218 THA218-2 THA222-2 THA413 THA418 THAC418 THA422 Adjustable Truss Hanger THAC422', THA426, THA422.2, THA426.2 12 THAI1.81/22, THAl2.06122, THAl2,1/22, THAi222 THAi322, THAI3522, THA1422 Adjustable Truss. Hanger Sized for I -Joists. 13 THAL422; THAR422 Skewed Truss Hanger 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers' 15 THJM2-4-SDS3, THJM2.5SDS3, THJU26, THJU26-W Multiple Truss Hangers 16 TSBR2-24 Truss Spacer -Restraint 17' VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors 18 VTCR Valley Truss Clip • Simpson Strong -Tie.. 2020 FBC Approved Products updated 1213a/2020 For direct links to all SST approvals listed below,. CLICK HERE, e For additional information reardin Florida's Statewide Product .A proval Systemm and Miami-DadeCounty Notice of Acce tan a (N.OA),CCNB. 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-3/8" to 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights ranging from 9-3116" to 13-1/8". 9 9 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8" and heights ranging from 9" to 33-112". 24 MEGS MEG7 rieshan hangers , se 9 To flange hangers available in width ranging from 5-11 "'to 6- p- 9 9 v s 9 9 4 7/8" and heights ranging from 9" to $2-1/2". 25 MIT series hangers 9 To flange hangers available in widths ranging from 1.9/16" to 5- P 9 9 9 g. 1/8".and heights ranging from 9-1/4"to24". 26 PF, PFB, PFDB PFDS8 series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3-3/8" to 7-1/8"- 27 RR Ridge rafter connector 28 'WP series hangers: Top flange hangers available in widths ranging from 1'-9116" to"7- 1/8" and heights ranging 9.1/4" to 32". FL#10860-R5 Sea # Product Model Number or Name Product Description 1 AB 44 ABA44R, ABA46, ABA4 R ABA66 ABA66R Adjustable PostBase 2 ABU44 ABU44R ABU46 ABU46R ABU5-5 ABU5-6j AB 65 ABU66 ABU66R ABU88 Adjustable Post Base ABU88R, ASU1010, ABUIDIOR, ABU1212, ABU1212R 3 ABW44Z ASW44RZ ABW462 ABW46RZ ABW66Z, ABW65R ,ABW7-7 Adjustable Post Base 4 AC4, AC4R, ACE4, AC6,AC6R, ACES Post Gap 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2.214, BCS2-3r6 Post Cap 6 CB44, CB48, CB48, CBWi CB68 Embedded Column Base 7 CBSQ44.SDS2, CBSQ46-8DS2, CBSQ66-SDS2 CBSQ86-SDS2 CBSQ88-SDS2 Embedded Column' Base 8 CC, ECC ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9.1/2" and W2 ranging from 3-5/8" to 7 i12" 9 CCQ-SDS2-5 ECCQ-SDS2 5 Series , Screwed column caps with W1 ranging from 3-114" to 9-12' and R 9 9 rangingfrom3- /8"to -1 " W2 5 7 2 10 CPT44Z, CPT66Z CPT88Z Concealed Post Tie Base 11 EPB44A, EPB44, EP1346, EPB66 Embedded Post Base 12 EPS4Z Embedded Post Base 13 LCB44, LCB66 Embedded Column Base 14 LPC4Z, LPC6Z .Light Post Cap: 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 16 44 B4 R'PB46 PB66 P886R PB , P 4 Embedded Post Base 17 PBS44A, PBS46, PBS66 Embedded Post Base 18 PBV6 PBVIO Round Post Base 19 PC44.16 PC46-16 PC48-16 PC64-16 PC66.16 EPC44-16 EPC48-16 , EPC 6-16 4 , ost P Cap EPC64-16, EPC66-16 20 PC4Z, PC4RZ PC6Z, PC6RZ, PCSZ, PCBRZ, EPC4Z,:EPC4RZ, EPCSZ, EPC6RZ, EPC8Z, PostCap EPC8RZ 21 PPB44-4Z,PPB44-6Z Post Base 22 RPBZ Retrofit Post Base FL#10866-115 Sea# Product Model. Number or Name Product Description I FJA, FSA Foundation Anchor 2 FRFP' Flat Retrofit Foundation Plate 3 GH46-6 GH48-$ GH48-6 GH48-8. GH410-6 H410=8 GH66-6 GH66-8 G -6 H - , _ , G H68 , G 68 Girder G d r Hanger 8 GH610-6 GH610-8 4 GLB5A GLB58 GLB5C GL 5D GLB7A, GLB7B GLB7C GLB7D Glulam Bearing Plate 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 6 HGLBA HGLBB HGLBC HGLBD HeavyGlulam Bearing am Plate 7 1 HGT-3, HGT-4 Heavy Girder Tiedown 8 UFP10-SDS3 Universal Foundation Plate 9 URFP Universal Retrofit Foundation Plate p 12/30/2020 Simpson Strong Tie. 2020 FBC Approved Products Updated For direct :link o all ST approvals listed elow, CLICK HERE. r t links S r b PP c For addadditional information regarding'Florida's Statewide Product Approval System and Miami-Dade County of Acceptance (NOA), CLCHR. FL#11468-R5 Sea # -Product Model. Number or Name, Product Description 1 HHUS210-3 HHUS210-4 Joist Hanger er _ 2 HRS6, HRS8, HRS12 Strap Ties 3. HUCQ210-2-SDS,HUCQ2103SDS,HUCQ310-SDS Joist Hanger 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 5 THGQ2-SDS3, THGQ3SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4.SDS6 Joist Hanger 6 THGW3-3, THGW3-4, THGW4-3, THGW4.4 Joist Hanger FL#11473-R5 1e# .Product Model.. Number or Name Product Description DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3' HIS H16S H16-2 H16-2S Hurricane Tie 4 12, HETAI6, HETA2D, HETA24, HETA40 Embedded Truss Anchor 6 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETA16;. HHETA20,.HHETA24 HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 META12 META16 META18 META20 META24 META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36 MSTCM4Q MSTCM60 Strap Tie for Masonry 12 MTSM16, MTSM20. HTSM16, HTSM20 Twist Strap for Masonry -FL#11496-RS Sea # Product Model. Number or Name Product Description 1 DTTIZ Deck Tension Tie 2 HD12, HD19 Bolted Holdowns 3 HD3B, HD56, HD7B HD9B Bolted Holdowns 4 HTT4 HTT5 HTT5.3/4 Tension Ties 5 LTT19, LTT2OB, LTT131 Light Tension Ties FL#13628-R5 Sad# Product Model. Number or Name Product Description I SB5/8x24, S67/8x24 SB1x3O SB Anchor Botts 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SST636, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Bolts SSTB28L PL#13872-R4 Sea # Product Model. Number or Name Product Description 1 CMST12, CMST14, CMSTCI6, CS14, CS16, C$18, CS20, C822 Coiled Straps 2 HRS6 HRS8 HRS12 FHA6 FHA9 FHAl2 FHA18 FHA24 FHA30 MSTI26- MSTI36 Straps 97 mil 12 a ST14 MSTISO, MSTI72 MST27 S/MST37 S/MST48 M 8 I , S/ , 3 HTSI6, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps 4 LSTA30, LSTA36, LSTI49 LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21: MSTA24 Straps 43 mil (18 ga) 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292 ST2122, ST2115, ST2215 Straps 33 mil (20 ga) 6 LSUBH3 25; SUBH3.251, MSUBH3.25 Bridging Connector 7 LTP5 Lateral Tie Plate 8 LTS12 LTS16, LTS18, LTS20 Light Twist Straps 9' MSTA30, MSTA36, ST6215, ST6224, ST9; 8T12 ST18, ST22, MSTC28, MSTC40, MST052 Straps 54 mil (16 ga) 10 MSTC66 MSTC78 ST6236 mil 68 Straps 14 a P ( ) g 11 MTS12, MTS16, MTS18; MTS20, MTS30, MTS240, MTS30C Medium Twist Straps 12 S181.56, S/B1 81, S/8206, S/B2.37, SB2.56, S/B2.68, S/B3.12, S/B3.56, S/B3.62, S1B4,06, Top Flange Joist Hangers S/64.12, S/B4.28, S/B4.75, S/BS 50 13 S/BA212/8, S/BA2.12/1O, SBA2 12/12, S/BA2.12/14, SIBA4.18/8, S/BA4 18/10, Top Flange Joist Hangers SIBA4.18/12, SBA4-18/14 14 S/I Hurricane Tie 15 S/HDBS, S/HD8B, S/HD10S, S(HD10B, S/HD15S, SIHD15B Holdowns 16 S/HDll4, SIHDU6, S/HDU9, S/HDUI1 Holdowns 17 SUCT,S/HJCT Joist Hangers ' Simpson Strong-TieUpdated 12/30/2020 Sim son Stroh. Tie 2020 FBC Approved Products P CMFordire t links to all SOT approvals als listed below,.. CLICK HER p For addtional Information re_ardin Florida's Statewide Product .A roval SSi'sstem and Miami -Dade County Notice of Acceptance CLfcK HERE. FL#10456-R5 See # Product Model Number or Name Product Description I BT, BTB, BTH BrickTies 2 CMST12, CMST14, CMSTCI6, Coiled Straps 3 CS14, CSIS, CS18, CS20, GS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compressionlrension Strap 6 ASP, SSP, TSP Stud to Plate tie 7 H1, H10A, H2.5A, H3, H6, H7Z, HIS, HISS, H16-2,H16-2S Hurricane Ties 8' HGT-2, HGT-3, HGT-4 Heavy GirderTiedowln 9 HS24 Hurricane Tie 10 HSS2-SDS1.5 HSS2-2-SDS3 HSS2 3-SDS3 HSS4-SDS3 v Stud Heavy St Shoe 11 HST2, HST3, HST5, HST6 Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS300 Heavy Twat Strap 13 HTSQ16KTZ, HTS020KTZ Heavy Twist Strap 14 LFTA : Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTAi5, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LST149, LSTI73 Straight Straps 17 LTB20, LTS40 Bridging 16 LTS12, LTSi6, LTS18, LTS20 LightTwistStrap 19 MGT Medium Girder Tiedown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18 MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTC68, MSTC78 Straight Straps. 23 MSTC48B3, MSTC6683' Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps: 25 MTS12 MTSI6 MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA2x12-12, NCA20-16, NCA2x1O-16, NCAZ(12-16 Bridging 27 RCWB12 RCWB14 all Bracing Wall c_9 28 RPS18 RPS 2, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2,;SP4, SP6,:SP8: Stud: Plate Tie 31 SPH4, SPH6, SPHB Heavy Stud Plate Tie 32 ' S81.5 SS25 SS3 SS4.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps, 34 T820, TB27, TeaO, T836, TB42, T648, T1354; TB56, TB60 Tension Bridging 35 TW610, TW1312, TWB14' Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 W6106, WB106C, W13126, WB126C, WB143C: Wall Bracing FL#10531-R5 Sea # !Product Model. Number or Name Product Description. 1 CBH237x5,5, CBH2.37x7 53, CBH2.37x9.75 Concealed hangers 2 DU, DHU DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9116"to 3-9/16" and heights ranging from 9-1/8" to 23.15116". 3 HGU3.63-SDS, HGU5,25-5DS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00 SDS, HGU7.25- Face -mount hangers SDS, HGU9.00-SDS 4 HGUS series hangers, Face --mount hangers available In widthsranging from 1-518" to 7- 3/8" and heights ranging from 5-5/16" to 12-7/8". 5 HHGU5.25=SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7.00-SDS, HHGU7.25-SDS; Face -mount hangers HHGU9.OD-SDS 6 HHUS26.2 HHUS28-2-HHU82IO- HHUS46 HHUS48 HHUS410 HHUS5 50110 , 2, , Face -mount hangers 9 HHUS7.25/10 7 HSUR, HSUL HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". Concealed flange version (HSURC, HSULC) available for all double 2Xand 4Xmodels; onlyacute flange is concealed. 8 1 HTU28, HTU210, HTU26,2, HTU28.2, HTU210-2 Face -mount hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 2-7/8" to 19-1i4'". Concealed flange version (HUC) available for all models having width equal to or greater than 2.9116". 10 HUCQ1.81/9-SDS, HUCQI.81111-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers SDS, HUCQ410-SDS, HUCQ412-SDS, HUCQ5.25/9-SOS, HUCQ5.25111-SDS, HUCQ610- SOS, HUCQ612-SDS EMM Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 a ST approvals listed below, CLICK HERE. For direct to allSST For additional information regard mgFloridas Statewide Product Approval System and iam--Dade, County Notice ofAcceptence:(NOA), CLCKH. 18 SILSVI,56, SILBVI 81,SILBV2 06, S/LBV2.37, S/LBV2 56, S1LBV2 68, S/LBV3;12, Top Flange Joist Hangers S/LBV3.56, SILBV3.62;.S/LBV406, S/LBV4.12, S/LeV4.28, S/L8V4.75, S/LSV5.50 19 SILTT20, S/DTT2Z, S/HTT14 HTT4 HTT5 Holdowns 20 St 0 S/MST72 618m Straps 1 it 1 0 a { 9) 21 SP4, SP6 Stud Plate Ties 22 SSP, DSP;TSP Stud Plate Ties 23 STC DTC TrussClip 24 TED22 Truss Brace Diagonal 25. TJC37 - Truss Jack Connector FL#13904-R5 Sea # Product Model. Number or Name Product Description 1 CCQM3.e2-SDSHDG, CCQM4 62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG; Masonry Pier Caps CCTQM4 62-SDSG CCTQM5,504SDSG CCCQM3.62-SDSG, CCCQM4.62-SDSG, CCCQM5,50 SDSG 2 ECCLQM3 62G-KT, ECCLQM4.62G-KT, ECCLQMS 50G-KT, ECCLLQMD3 62G-KT, Masonry Pier Caps ECCLLQMD462G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQMD5.50G-KT 3 HGUM5a26 HGUM5,50H UM7.00 HGUM7.25 HGUM9.00 G ea Heavy MasonryHangers 4 LGUM26.2, LGUM26-3, LGUM264, LGUM28-2, LGUM28-3, LGUM28-4, LGUM210.2, Masonry Beam Hangers LGUM210-3, LGUM21D-4, LGUM46, LGLM48, LGUM410 5 MBHA3.12/9.25 M HA31 11.25 MB A3. 6/7.2 H 3 56/9.25 6 . 1 5 B 2/ H 5 $, MBA . , M HA3 56/ 1 2 , h Masonry Top Flange Beam Hangers MSHA3.56111.88, M2HA3.56h4, MBHA3.58116, MBHA3.56/18, MBHA5.5Of7.25, MBHA5.50/925, MBHA550/11.25i MBHA5.50/11.88 MBHA5.50/14,'MBHA5.50/16; MSHAS 50/18 6 MBHU3,56(9.25, MBHU3.56/11.25; MBHU3.56/11.88, MBHU3 5e/14, MBHU3 56116, Masonry Beam Hangers MBHU3.56118, MBHU5.50/9.25, M81-11.16.50MI.25, MBHU5.60111,88, MBHU5.50/14, MBHU5.50/16, MBHU5.50/18 FL#13975-116. Sag # Product Model, Number or Name _r9 M duct D s i Pro a cnpt on. 1 SSDW22338 SDW22 38 S W22458 SDW22500 SDW22600 SDW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws SDW22634 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS; Screw 3 SDWH19300DB, SDWH19400DB, SDWH1960ODB, SDWH198OODB; SDWHI9100ODB Strong -Drive SDWH TIMBER-HEXScrew 4 SDWH27400G, SOWH27600G, SOWH278000, SDWH2710QOG, SDWH27120UG Strong -Drive SDWH TIMBER-HEXHDG Screw 5 SDWS16212, SDWS16300 SDWS18312 SDWS164O0 Strong -Drive SDWS FRAMING Screw 6 SDW819600 DWS19712 SDWS2240 SDWS225OGSDWS 2512 S 60Strong-Drive'SOWSTIM , S 4 , 2 , SDW 22 0, ER Screw Gr B (Interior ade _) SOWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDVVS221500 7 :SDWS223OODB,SDWS2240DDB;-SDWS225OODB,SDWS2260ODB,.SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) SDWS221000DB 8 SDW822312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 9 SDWS27300SS, SDW3274OOSS, SDWS27500SS, SDWS27800SS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw SDWS27100088, SDWS27120OSS 10 SDWV13400 Strong-DriveSDWV SOLE -TO -RIM Screw 11 STN22 Outdoor Accents Hex -Head Washer FL#15363-R3 Sea # Product Model. Number or Name Product -. t ` . rociuct Desenp ion I AS 18 AS 1885 AS 18S6 18r a. Truss . 9 s Plates 2 AS 20HS 20 High g Truss 9Strength h a. i Tr s Plate . .. 3 AS-20 20 ga. Truss Plate 4 ASHP Hinge Plate Connector FL#15730-R4 Sea # :Product Model. Number or Name. Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-5O,'GOPM-75, GDPM-100, GDPS, GW-50, GW-75, GWAGO, GTH Gas -actuated fasteners and assemblies 3 PDPA PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PiNW, PINWP, PINWP-W PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVLS-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete EMM Updated 12/30/2020Simpson Strong -Tie 2020 FBC Approved Products u P CMIFor direct links to all SST approvals listed below, CLICK HERE. - For additional information regardingg Florida's. Statewide Product Approval System App oval Syst m and Miami -Dade County Notice of Acceptance (NCA),, OLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.5/8" to 3- 9116" and heights ranging from 4.5116" to 11" Concealed flange version (HUSC) available for models having width equal to or greater than 3-9116", 12 ]US series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 5/8" and heights ranging from 9-1/4" to 16" 13 LGU3.25=SD8LGU3.63-SDS, LGU5.25=SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z,LUC21OZ Face -mount hangers 16 LUS series hangers Face mcsunt hangers available in widths ranging from 1-911 &' to 4- 9 9 618" and heights ranging from 3" to 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- 1/8" and heights ranging from 6-16/16" to 19-1/2". 19 MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9116" to 3-9/16" and heights ranging from 3-1 /16" to 93.3A ". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9116"to 6" and heights ranging from 2-518" to 11-1/4". FL#10687-116 sea # Product.Mode1. Number or Name Product Description 1 BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heights ranging from 7.1/8" to 30". 2 DGBF series hangers Top flange hangers available in widths ranging from °3-5/8" to 7- 1/8" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2' to 3- 5/8" and heights ranging from 7-1/4" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1-0/4"to 3- 518" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/6"and heights ranging from 11" to 32-1/2". 6 EGQ series hangers Top flange hangers available in widths 3-5/8" to 7-- 1/4" and heights ranging from 11-1/4" to 32". 7 GLS,series hangers Saddle hangers available in widths ranging from 3-1/4" to5.7/B" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangars available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 11" to 32". 9 HB series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 1/2" and heights ranging from 6" to 30", 10 HGLS series hangers Saddle hangers available In widths ranging from 5-1/4" to 8-718" and heights ranging from 10-1/2" to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 7/8" and heights ranging from 7-1/2" to 32". 12 HGLTV series hangers. Top flange hangersavailable in widths ranging from 3-1/4'to 7- 1/8" and heights ranging from 14 to 33". 13 HIT series hangers Top flange hangers available in widths.ranging from 2-5/16" to 3- 9/16" and heights ranging from 18" to 26". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 3-9/16" and heights ranging from 5-3/8" to 13-118". 15 HUTF, HUCTF series hangers Top flange hangers available in Wdthsranging from 1-9/16" to 6- 1/2" and heights ranging from 3-7116" to 15". Concealed flange version (HUCTF) available for all models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangers available in widths: ranging from 1.9/16" tc 7- '1/8"and heights' ranging from 5-3/8' to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 1/2" and heights ranging from 5-3/6' to 32". 18 18 ITS series hangers Top flange hangers available in Wdthsrranging from 1-9/16"' to 3- 5/8" and heights ranging from 9-1/6" to 16". 19 JB series hangers Top flange hangers available in width of 1-0116' and heights ranging from 5-3/8" to 7-114". 20 JBA series hangers Top flange hangers available in width of'1-9116" and heights ranging from 9-3/16' in 13-1/8", l o Simpson Strong -Tie 2020 FBC Approved Products updated 1213012020 For direct links to all SST approvals listed bet CLICK HERE. o For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. 5 SET-XP Adhesive Anchor for concrete 6 Strong-Bolt2 (STB2, 5TB2.4SS, STB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD HD-H THD-HMG THD-H4SS THD-H SS TH -CS THD-CS6SS (T 6 D ) e Titen HID Heavy Duty Screw Anchor forconereteand masonry available with hex head in Carbon steel and Types 304 and 316. stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titer HD Threaded Rod Coupler for concrete 9 Titer HID Threaded Rod Hanger CTHOB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 e1# - Product Model, Number or Name ro P duct Description 1 AT-XP AT-XP High -Strength Ac Iic Adhesive for concrete or masonry Acrylic e so ry 2 ET -HP ET -HP Epoxy Adhesive for masonry 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 4 Strong -Bolt 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 5 Titen 2 (TTN2) Titan 2 Screw Anchor for Concrete: 6 Titan HID (THD-H4SS, THD-H6SS, THD-CS6SS) Titer HD Heavy -Duty Screw Anchor forconcrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel w th countersunk head. 7 Titen Turbo (TNT) Titer Turbo Screw Anchor for concrete or masonry FL#I6937-R3 See # Product; Model. Number or Name Product Description 1 X34810165K, X1 S1016, XI B1016-4K, XQ1 S1016, XQi BI 016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Drill Point 2 XLQ114T1224, XLQ114BI224.2K #12-24 Strong -Drive XL Large -Head. Metal Self -Drilling, Tapping Screws with 45 Drill Point and Large Diameter Hex Washer Head 3 XM 114SI224 XMQ114B1 -2K 22 Q 4 #12-24 Stroh -Drive XM Medium -Head Metal Self -Drilling, M g 9, Tapping Screws with #5 Drill Point and. Medium Diameter Hex 4 XQ114S1224, XQ11481224-2.5K, X114SI224, XQ112S1224, XQ112B1224-2K #12-24 Strong. -Drive X Metal Self Drilling; Tapping Screws With #5 Drill Point 5 XU34S1016 XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point FL#35320-R0 Sec# Product Model Number or Name Product Description 1 DSSCB43.5, OSSCB46, DSSCB48, DSHS Bypass Framing Drift Strut Connector 2 FC843.5, FCB45.5, FCB47.5; FCB49.5, FCB411.5 Bypass Framing Foxed -Clip Connector 3 FPH8D34S1016, FPHSD34B1016, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- FPHSD3461214, FPHSD34B1214-5K Drilling, Tapping Screws 4 LSFC2 25; LSFC4.25, LSFC6 25, SFC225; SFC4.25, SFC6.25 Steel Framing Connector 5 LSSC4.25; LSSC6 25, SSC2.25, SSC4.25, SSC6.251 MSSC2 25, MSSC4.25; MSSC6.25, Steel Stud Connectors MSSC4.25KW, MSSC6.25KW 6 RCKW3 RCKWS 5, RCKVif7 5 RCKW3S, RCKWS 53 Rigid Knee Wall Connector 7 SCB43 5, SC645.5, SCB47.5, SCB49.5, SCB411,5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 8 SCS32.5197, SCS62-5/97 SCS62.5/118, SCS82-5/118 Bypass Framing` Connector 9 SCW3.25 SOWS a Head -of -Wall Slide -Clip Connector 10 SJC 25 SJCI O.25 M JC8.25 MSJC1025' 8 S Steel Joist Connectors 11 SS83 518 Bypass Framing Slide -Clip Strut Connector 12 XLSH34BI414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 13 XQ1 S1016, XQI BI016-4K XQi S1214, XQl B1214.3.5K, XQ78S1224, XQ78B1224-3K„ #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, XQ114S1224, XQ11461224-2.5K, XQ112SI224 XQ112B1224-2K, X34B1016.51K, Tapping Screws Xi S1018, XI B1016-4K, X1S1214, X1 131214.3-51< N C Cn _ tv O N U 0- 0 Clio }a -0 (3) AO i� Q) W �� +v CO 0 -Co Co 'L �V^J C 0O �- - oO M O _ Co�'4- U_ -� Cn '0 N Cn E L t' (Q p .= VJ a Q E Z Z W J Cn C0 C: CIO -*--a U _tf O W V O CDL CL C/) nL �^ �W V! 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