Loading...
HomeMy WebLinkAbout39781 Harvest Creek LnALL WORK S PAl`J COMPLY WITH PREVAILINC. CODE--" Cr NATiON`1+:'. r f T l; '' ODE, AND THE CmTJ,",; 4 E:.;'QHy',!HILLS ORDINANCES ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Foxed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Mr. 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 Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handier Unit FIR DR French Door RECEPT Receptacle ALT orALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parailam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-19-20 4.0 FBC 2020 CODE UPDATE 1551 INDEX OF DRAWINGS SHEET DESCRIPTION 1 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 STRUCTURALNOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. to I S E F •� OFES5t0c� f �e/�f111il1i41!`i}1�� �® 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q ti O C,E cp N r J 0 m v H Nrr'L w LL a co LL W 5 �- Z � mc'- Zo � .0 Co O PM'M w ,'�Ncq � O J i) . . ¢ a ZN ILW MZ mrn0 0 J rn Z00 O1:10 W V M Q z N M o g z N z � � � Q J N z C1 0 0 LL N0 U 0 W o U W J L B = L y iI.✓•. U W Q ® o o w co M ¢ 0 Z 4 ks =o 00 >o �� E 0CU wj _® 0a H rd x0 U 00 O E N d Q Z O o X Z W Z L C ¢o S U "m m00 Z F v J �Z Z u� s� r 20 a 0 wLL�W aLL =� o w� }o NJ to V 5 a 03 0 `o = ` J ai W m � c T N J '~ U o CL o V \i/ r �� co O .v 2 N T— r N N (r r N ") z° ca Z M E O c c d U Q p JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. C S a LU h O 0 It TYP @ 1 STORY pal o O 00 CD 00 co LO PATIO A H.B. S3 t TYP @ 1 STORY 15'-8$' OWNER'S = SUITE �� T`° I 8'-0" CLG. M CARPET LIN N �TN 5-SH 16" DEEP I (3) 2x4 #2 SPF 00 w/ DTT2Z I c00v A � G I S3 I I I 17'-1$" I If CAFE I 1 VAULT. CLG! I CARPET I I I 2:12 SLOPES ' I I I I I r CEILING I I I I cz I I N I I rC? I M I �--------- I / / / i; R M iFAMILY / i 15'-818'' VAULT CLG. I CARPET / O J 0 Z � -W / PIN O 25-SH (V BERGLASS O 60"x36" U') 8'-0' CL SHOWER - , ',CLG T C 00 BEDROOM 3 N I I q 8'-0" CLG. I 8'-2" I g _0 CARPET 2' 4" 4'_2" �ssQ 06 W. I. C. I X 2668 I 8'-0" CLG. j 4068 B.F. CARPET I =a w 166 - - - - - - R&S - - - - - -- `� ----------- �� R&S Inio Z H AT T 4' (3) 2x4 #2 SPF DTT2Z FO E R 8'-3" En w/ 6'-10j" 6, 8„ 9'-6" CLG. rK I OPT. --REE--� N F.F BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC A 61 N WI x�Ul 60 1 11 / 11 2" Id' 246" ANTRY a =w w LO0 f iD 5-SH DRYER VENT 16" DEEP THRU WALL I� lj MEN IMINLONEM A '3 TYP @ 1 STORY 54'-0" 20'- EDGE OF SLAB 2" BEYOND WALL CAR GARAGE 8'-0" CLG. 20'-7Q" M� N 11' in R� BEDROOM 2 8'-0" CLG. CARPET 3'-7a" 7h 8'-8Q„ ■� TILE 1 I 1 I 1 I 0 (,L 3068 I I I I ENTRY 8'-0" CLG. O w O 0 0 TYP I I @ GARAGE I I I I OPENING I I I K I I I S4 I I L----------- 4'-10" L 2' fn O 6 A N A S3 TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (HEIGHT) ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) F_ r HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 " X 25 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 J 18 # X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. iH3 271/4X38i 26x371 S.H. 1 H4 27 X 50 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11-16 27X72 26X711/2 S.H. 22 37JX26 36JX251/2 S.H. 23 37 J X 381 36 4 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37JX63 36JX621/2 S.H. 26 371 X 72 36 4 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 zJ WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 z X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL iv INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 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-B1EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4'=1'-0II (GARAGE / LIVING) c � c C=D. L_rL_1 O �d i! N r fir. "x• F `_ cli 0 U •�' fi 0� J FES5e00 ,�Irlllltee 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. M W 4 $ -,r O co 8 N r # LJL 5 0 C7 3 ,n co U) at `� Lu H B � r- O u- d a N V r Y LL LL d cc Z _ o O 19 °o O~w > F, N t o m J M0) W Z ILW Q a N MZ Wrn0 O U I N a L) o00 M z N ih a z 0 N z o � ¢ s; J - to M z U' o f73 r-1-' m O0W g N N U w V C ¢ro Z' 0 N s o w co o N a E, E 0 =o �o F� � , �R Z@ oa co 6 oE 20 R. a� U O o,U it O C111 ¢z o wz W� f0 C U p °1 Z J h m Q W z u> 2 z 3 F12 � 0 z d OU �w W ao r� O w } O mi CO d " =1< a OU S 0 2 C:)= 0 > J t T ^L, W @ C7 .� T co N I.i- Y C m CD O C o U (O VI � 00 CD to O � �� 2 N r T- N 0 N t� r ai w CN'- c'M o E E O N C /o a E U � Q p J JOB NO: 20-8086 SCALE: AS NOTED SHEET NO. 1 KITCHEN ISLAND I 9 0 c� 0 CN 0 c� OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIESle V / w MEDICINE CABINET 00 d' O~ O~ o > c1 > McM MC) Lj HOOD —j Lj O a RANGE a KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. 0 ih 0 N 0 t\ 0 i� BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES =00 o C° SOAP i0 C7 00 o DISH U L 0LO 0 CD I o �* ' 1 M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE o CABINETS - 00 ILL +=1N n Un a 1'-2" ra - 0 2x O0 FRAMING ro crzo M 1 /2" GYP N -? BOARD FIN. FLR. T 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER SCALE: 1 /2"=1'-0" C) CV CV FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI SCALE: 1l2'=1-0 c� 0 ,cq�,*F.�.6i?�Efeir� srrr 51 \ J w lb .• V v C:)� �• E.SS���p� '�' 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q E O ( $ n n N .- p�pk � J - NI W awl w a tf! inti�a cv0 LL a = a " JLLi� a Z _ m � c � 0 O �c? —Or 'FU CN �2 , _, W10 W inmT a ma n Z L L N N Z Q W cn O U V Z U ❑ ❑ ❑ W CD V M o g z z o in N M z '�O 0 o Q) W m � F U G ) o_g- Lj-j tAC N " F— (n WIN W J is 11 = U o M c u) ¢ ®o W M cO ¢ o Z Z¢ J U- cL E Q zo oo ? YN <� zR oa F— OL xo a4 oo o OE N o <p <om� dz ¢ W (Jj Cy - �2 o of <z cL 3 a soo a N h U <o T'_ � 0oWj Nw QY =� R� co 6j, zla ao o 3 .o `o = 0 N .� c T N f° J N LL. Y ^ Q Co O ci Cfl m r c p LO ._ rA 1 / 00 0�0 N r T N E� T "' E of rn Z Z O N f6 C a U 0 Q p C JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER srppp" MANUR SPECIFICATIONS Frm TEXTURED HEAD BAND NEI ININIMININ7 71 12 5� 1'-0" 4' RIDGE VENT �12 12 HEEL ----- T.O.M. ---- ------—_HDRHGT. I 5 I TEXTURED CEMENTITIOUS FINISH o ON C.M.U. (TYP.) bo00 2" x 4" SMOOTH m TEXTURED SILL / BAND F. FL. FRONT ELEVATION - 61 SCALE: 1 /4"=1 r-0" 18' RIDGE VENT iffel PRE -ENGINEER TRUSS 12 5 rn w rn w 9 w FI . FLR. ,,, —REFER TO FRAMING PLAN FOR BEAM SIZE ___— 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. .REFER TO FLOOR PLAN FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP (2) 2"X6" TYP —SEE FOUNDATION PLANS FOR FOOTER SIZE (: ) C1_1 OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -------- T.O.M T-0" TEXTURED TEXTURED CEMENTITIOUS q CEMENTITIOUS ao FIN. ON C.M.U. 00 FINISH ON C.M.U. (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND -------------- — ----- RFL. -------------- LEFT ELEVATION - 61 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 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. 0 C� OA- �U < �.a0 �•�• F k. AM ,llilll9li 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 v EE 00 N N W J (0 0 oO # Co J t -12 LJL d fl Q CLL CJcr 0W�cdi-WLw So�raco 10 3IX OP t5'EpNm LO¢J LL 0 aW 5IZ O Z pVYn ❑OD W U N ch o � Z N � z ON 0 ro �2 -g C) — g OLL to �N o c W iq U W J _ EE 2 8 '�l c • N 1It o M 2 w Z M zo a —J U_ Q E tt o W Q I Z® E ov I— <z. �O o � UO C o N ¢a ¢= o O, ww L t0 CO O - �O o "� m� 0 zE a�i J < <z z d> w op Z g� N Q u <� a NW x� O oLL � WF 3 �Ir �o o� za a x o~ 02i (D >� J 0 W @ T c° N aii o V /0 W � N co p L0 2 N t— Ln = r 04 L C) E w N M o Z C E p co co ca FL U ¢ p JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —� 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 16-7"_ 1 6'-0 -- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) ------------------------------------------- 18' RIDGE VENT 12 5� =- -- T.O.M. T-0" ------- HDR REAR ELEVATION - B1 4' RIDGE VENT 12 �5 SCALE: 1 /4"=V-0" 0 bo Co F. FL. T.O.M.-------- HDR HGT. — — — — — — — — 1'-0" TEXTURED o CEMENTITIOUS TEXTURED 01 3'-0" 701 FINISH ON C.M.U. CEMENTITIOUS io (TYP.) FINISH ON C.M.U. (TYP.) F. FL. — — — RIGHT ELEVATION - B1 E: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2' long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturers 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 Ali 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. CD •• %> t- L To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. to W Q rl- d E 00 O M 8 N# LL U) V 6 C7 J 0 Mv LL 0- LL' C ULL JLL a W S O rm� �Z_/ 'W :3� NCO m O J I W rii�4j a C Z Z 0 LC'N M Z 0 U k X rn O U J W ❑❑❑ V M z N o g z z o J 13 V I N 'z'^^ p V O w R O S rU)LO C �N .. U) U � w i w C? )0 o j J w z M zo U_ aE o E �o �� w� g } Qa Z® U <S E XO �< 00 � az a <o <o w ro � Cr _ C U m2 0 o� z ZNm U� J aw �Z o z g8 w a �Z ¢ o CO v w . >° a °� c� 0 J hi W CU 0 T J coCN N Q o U CO r co pN In.... = N i•— _ 00 N � N r r N T r N 0 Z CD M a. U � Q 0 � JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 3.2 ,-mot- - � _r�;,t c-��r c•. � n:�a- _.- -n.., r I - — I r ter- -r — — — " VARIES 1'-10" 12' CAP = CAP 2" • 1„ 2" *NOTE: iv �'' ci FOAM TO BE USED 1" RADIUS ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS r Fo REQUIRED BY COMMUNITY ^ - 3/4" RADIUS 4 4' iv 00 SPECS. T, N IF O DETAIL IF 1" 2" OPENING VARIES 2" 21 M BUILT W/ STUCCO. 1/2" RADIUS 1" 1" -n-r N 1—),4" VARIES cfid rIN 1'-0" EDGE OF 1' OPENING VARIES 1,4, 0 22„ VARIES o Q M iz" VARIES fIN T 1 1/2" RADIUS 0 4„ 42„ 31- a - 2 1/2" RADIUS - LO L N M�j clv CO =N co Mlv r co � Ala VARIES 12 321„ 11" 312„ T SIN 3" 2' 2" 1" 1" 1" BASE BASE 4" 1'-8" \�` rs! `t��snrmuu� „ 4 4� v . �_ 0`< "NOTE: VARIES 8" 2" f�a•"• �� ���' ' FOAM TO BE USED4••••••..••"•p 3„ ONLY WHEN io `�� o�R O F E S S` REQUIRED BY V_6- ° fl+lililt611 COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �. � � 1" 1'-4" DETAIL TO BE io BUILT W/ STUCCO. 2a' • EDGE OF OPENING �6 • ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, O the structural plans and specifications contained within these rn CV drawings comply with the 2020 Florida Building Code - 4„ rM Residential h'Edition. Engineers signature and seal is only for Ij —Ij - the structurall e engineering portions of the drawing pages bearing 10" 6" Engineers signature and seal. m ' N N 4 'v v I r co � W c J u- 21e c a V Y � Lu �NO v lJi U- Lu cccV� N IV O M 4" i w N O LU Z t N 0O S 6„ U) co W OnO m m 1„ 2„ 4„ 3„ 2e 2„ iv 'IN W rn rn d ¢ a 2 N Q Q M Z N Cl) Z 2' (n p � J > > OU Uvvi o = ��W i 0 CV H3 1-1/2" THICK 32° CD M ,,, _ N MO o rn 24 I z � N 2'-4" 1'-101, �+ r o 5z' 1'-5" 52" '7'r �� — 00 IN - 1, IN LL x _ C1 54' 1, 4„ 3„ Ur o - M Iv LO 0 o U — to 4" 1" 12" VARIES VARIES c N 200 co N U � W i`2 I I / / I I w_' z _ ,�ji l t' t � e a > , VARIES VARIES �' Y ® 0 m S� 4„ 8„ 3z„ Q4i M z Z v-------- OPTIONAL 4" KEYSTONE F11 b KEYSTONE F11 00 o <� o l� U- w9 o ZN o iv i N �1 a rl OPTIONAL OPTIONAL z o `bti < o W 0 0 00 _ i _ CV (V 0. o U o 14 R6' 2 4q' R r, - 3„ o f < 0 z n- I 4q' ' 3„ cv M oo 4" GARAGE DR. OPENING 4" 3" a 4" WINDOW OPENING 4" 4" '0 W o Y O 2" 'IN z NOTE: J Z Z E M • INSTALL OVER STONE, TYP. cn • FIN. TO HAVE TRADITIONAL �' 5 z x g` VARIES w LOOK & SMOOTH FINISH c.> o ' • • ACCEPTED FOAM/ EPS MATERIAL IS � J d CD Ii CDr9 r L" NOTE: o W F a o c U • FIN. TO HAVE TRADITIONAL LOOK & 2, 1„ 1'-4' J c 1 t„ 1,_6s 1 i , 11„ SMOOTH FINISH a 4' a' z f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-iz' 54 > d- 3,_8„ �„ L rn CL <V � 4" T-0" 4" 0 1 -4 101. °° N �� a O o N �E tO 0 U CO LZc.l _ T d' LORs� r = N LO = N in ai N T 1N T T CM O N Z M :3 N N o op 0 i a. Ch M r Z E O N N �O K U0QN, - 1�„ 30B NO: 20-8086 �. 1 „ 2 ii SCALE : AS NOTED o N o SHEET NO. w-ERE, 'IN.,, o �� � GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH �R ll I �� rya l r F T rn i v m L N O Go O 00 I 0 cV m in a J 00 00 I N / 0 3 I"- Q i v a E CD E 0 S `v N J N tZ E2 U v I / to 'o rz i 0 0 01 t� cV O N ti 0 0 a cV O 8 w M cn ELECTRICAL SPECIFICATION 150A/2 DOOR NENTTERER LC PANEL CENTER NOTES: 10 #14 copperto lights & outlets ELECTRICAL CONTRACTOR NEMA 1 50 AMP/ 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE 2W AMP 10 tt10-2 copper to WH SPECIFICATIONS FOR THE TYPE 10 tt10-3 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. n 200 amp 150 amp /0 or 4/0 SER Alu UNDERGROUND isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2°AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -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 f� 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 Q EXHAUST FAN (OO R.19 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �n PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER 11111110"I ELECTRIC PANEL DISCONNECT SWITCH Cr J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G 1r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER NgNSON e� PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SCALE:NTS �TR 2rl I 1 ELECTRICAL PLAN - ELEV-B1 SCALE: Y4"=l'-0" ICI o r� A&-D N 0 N t[7 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a ,d, E m 8 '* N C1 J � J LL G OO'0 .= tf') oD N r9' t` ° at u' W W 0- tlJQ (n M v c: -j LL 0. 11n a U 5 y� CIL � 0 6 ` �r/ W L l6 w o C, `- '� N (O C) ,yr 4' 0 J > LL N ce)N Z a W N 0 3 Z O U U y V M � z M 0 z � Z Call o N v I Z �O C /r t tt/ Ur CCS w ma � U OLL, o mix v `w- E z ,....� c � C cn s ¢ N o CM o W MN¢ M o z Q E z� 'aR Q ° ECo O Z Z r6 O E X O p O D dZ O to 0 ¢ :3 to C C ❑ O Y x� m 0 F , z' zF Z N J m a ' ¢w z to N d om z g0 a �nw wLL 7 ? O az =�' �r �O CDI w aF v zs °3 o O L ai cc T co Noo—'N 0- a U Co N T CN (o O LO 0000 (\ T i T T N T co E M .E N .; z Z E O ac°� E 0 Q o (D JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 22 2 Floor 1999 1919 274 960 69 480 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4'=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) ca l g.. q�F'Fe�Bi[iid�tEe° F�f�J I '��•� ` s `J E c6N.�l v C") �r\e •gyp••••,,.,.•°'•� F U�- '^ �^",� � >�•' FES,}4;1e�ya� 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. $ E 088 0 9) 0 m m 0 9 in °o a) u. Lu a 0tnr-�i 0 LL w _ a (�� V a YXn J LL tL a W 5 013 0 Z : p� o O O '01 m OJ J (n (� Q ¢ Q Z ILW LL N OD a M Z m T O Z O V U s 0 z ❑❑❑ M C' z N th O C' z m N r �[ v J d � n N z a �_ o (D u_ 1L i� ((S cn w g WO —� w g N IcI/^) v , co U N W J mi F _ e s �I. z U o 0 Q Y te 14 o w Mw¢ M 00 z < J Q p E ? ¢ wo ?® u co �¢ U0 0 O N CV 4% az oo ww L (6 - C nO 0 ZLL Vi QW gZ o ¢ Z g 0 a T U < ao w �- 00 w w �2 co oa Z. a 0� Uri 0 � O ` > d' J L cc / � T cc I.a. CN C v CD o U (0 F— m }, rn T co CVO LO ... = N T LO r cV 00 N LO T N r E N �' 0 cc z E O M U J Q Q J JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 5 I T-77FT i •I I 1F .LI tf __jTLi�ePllr ,o m W -�O sZ N 0 00 O w I N m u7 it -o v N_ O 0 J co 0 00 I N ,n i v+ a O N O i ca E FT N Ep S v c C J co N r7 E2 v 0 3 i U N .o i n: a U J 0 L N CV O CV N [V S rn W m 0 C C d 54'-0" T-5g„ 2,-6s 6'-0" 6'-0" 6'-0" S-10" 4'-2" 3'-2$' ,, 2'-9$„ L. 6'-0" 64„ A TYP @ 1 STORY H 'Bt S3 U.N.O. I ■ ■ ■ ■ ♦ t •. h h •. h h •. ♦ h •. h h •. h h •. h h •. h h •. h h •. h h •. h h •. h •. •• h •. •. h ♦ ♦ •. ■ ■ L •y. �h L h •. h� ••. h � h h. h. •. h h .. h h h L. t •. •. '■ ■ ■ ■ I .• , / , , t .• t / / .• / t , , .• ! t J «• J�t J , t t t t t t t / ,t t f , , , t t , .T�� i'� ■ ■ t t ., t t J t .• , / / t / .• t / / '. r �• �•/•."-h�h(i/ • I' !�—T� I./-� T II-•— —` DTI - IF 1y , io5JI 17'-2- 11. -11- 'o ------- iN I ' r-�t t A. II I I: JI I , 110 ( g I HVAC CHASE m : '.'.' :::: — CL' � ` — - NIL \� o ��Ij } I ` I o in Eo BASED ON _ \ \ I ���i 11I 10'-10$" M , , LOCATION ■: ......... hI I HU N CJ CJ I h 2'-6"x2-6"x1'-0" 'S E.W. W/ (3) #5a I 36-6$" I TYP @ 1CJ STORY U.N.O. ■: 0'-0" l DD .; ... . by hhh hhhhhh•.hhhh.h♦h.h♦ . . 3-1/2" MIN 3000 PSI CONC. SLAB 1--U TOP OF CONC./ PAVER TO BE 4" 3'-$" 4'-4" ■: I HERNANDO COUNTY ONLY BELOW FIN. FLR. — — 7'-1s" I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 2 PROVIDE Y2" x 9" 1/2" s 4'-8" MIL VISQUEEN VAPOR BARRIER -6 x2-6' x1-0" RECESS FOR FRT. DOOR S3 �-3 I I 16'-11$„ 8, 64„ W/ (3) #5'S E.W. I J 3 -zo 1/2" SLOPE iv ILI ._ ♦■ N 'A ■ II D.W. III I — ■ ' I ,W.H.// K CC CC I - STEPS AS �' I (- ��Ia PROVIDE 1 Y2' II �� hlo S3 S3 S3 _ (o REQUIRED RECESS I I FOR SGD. REFER TO II L -_ JIII' 1 1„ i� PER FIELD 3 I MASON'S SLOPE FOR I U r �dlZ I•: T-42' 7'-1� x Uj m CONDITIONS II NIA WIDTH C° _ 4'-0" 25'-6" II L� =J� 20'-6' I I EDGE OF SLAB 2" I (2) #5 VERTICAL X N �C= - - - I BEYOND WALL BARS i •: I KITCHEN ISLAND K J M LOW WALLS S3 BUILDER TO PROVIDE S3 M:I CHASE TO ISLAND APPLIANCE PROTECTION WHEN REQUIRED PER FBC o - INDICATES FILLED CELL 3000 PSI - `T w/ I t CJ I ' t CJ I �o ;r, A CONC. GROUT FROM FT. TO BEAM ; : I 50 F- _ S3 W/ (1) #5 REBAR VERT ABOVE SLAB iv TYP @ ALL PLACES SHOWN 7 I U TYP @ 1 STORY U.N.O. HOOKED FTG. DOWELS 5" EMBED W/ 25' EXT. ABOVE SLAB 'GRADE 40 I I } - y y 3 1/2" SLOPE STEEL" I &T. v� I OPT. D I r r I ■r o'-o"� i L J I I I „ L- 4'-761"20'-1016 I (2) #5 I VERTICAL / r I BARS N 10 r r r L------------I-- --------� --- ----- I— ----� O ■ .■. : :. ■ ■ ■vxK>pi■ 3' 2' A TYP @ 1 STORY S3 U.N.O. . o He 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. I H.B. 7-1 FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —�44 v LU W J 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" 0 �01 a •n~*�,�at�t4r.�,f 6i l%f .� N (r FL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 10 W a00 a E M 8 N it N M J 0 N O C (0 J LL :9 a � R u' ui yet` L W _ dj cN7 J (L W LL LL z Z j- 9 01— W0 7 N (D OJ J r-j; ILm ILW ¢¢a (LZ MZ WNO Z N O U U -j U C, z N M O O z o J U N M z U o (1) u- W U J � 0 w N c �N U c E U 'o c `r' ¢ • _ 0 v �m o Mm W M ¢ 29 z Z¢ Q. E O Z w y N za ❑a H 6 XO o< O0 01 o M N L az .0 G �z W , C U)CY _ C 0 tim m O 01 ZF J ¢z z (n 3 a OE 2 � z g g a w W. U a0 k zId G �O 0 = ` J L � rn B ^, W CoO � r c° N O 0 V CO W N 04 Ln = N r Lo T 04 0�0 (\ Ln T T N T r � N "' z° M z E O �; CU aci 0 'a o JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 6 T-----T— 11 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e I 2n 2r 3 3e 3r 14 HIP -35.94 49.57 1 -49.57 1 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 'ice -- -��----0---�---- i -- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): I 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 a ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD = I ROOF SHEATHING: I O Q SHINGLE; %6" EXP. 1 (2%6) or t5/3z' EXP. 1 (3�1'6) E I TILE: tV32" EXP. 1 (32/16) I NOTE: ' 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/$" x 0.113") NAILS ----------+- 13r 3r I 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF T] 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 (2) co Ln 1-0 U U U CJ — ~ Q O — — a -� 1 m m : � Cq m m m m m U I I SIM GE1 FG1 IF"J��*,N 18 D1 EJ7 �2) 2x12 #2 SYP WD. BM. W/ LITCH PLATE. BOTT. OF B PSON HU410 w/ (18) TITEN EJ7x 2 3/4" & (10) 1 Od NAILS Ir1S/V" EJ7 EJ7 EJ7 EJ7 CJ5 CJ3 ti✓> CJ 1 CJ3 CJ5 I I N O F— H H a I— ~ Q f— Q ¢ a a 1/0000,11\\1 ¢ .co ¢ - 0 Q I I EJ7 EJ7 EJ7 EJ7 x (2 X EJ7V I� I EJ7VA I cb EJ7VA O I r Q X (2) EJ7VA CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V I EJ7V I �I I EJ7V I II ( EJ7V ��1J UCl) LO U U (2) A TYP A ZA U U V (2) 1 S5 TYP. BM TO CO. CORNER i/16" OSB A. @ 6-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. C) CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 19 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 114" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x21/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 1 Od 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 wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY — V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ) 16D SINKERS LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & xWEDGE- (2 PLY) OR (28) 16D SINKERS FOR FRAME BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 1 12-10d SPT24 1 1090 1 1 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4"=V-0" 1 t 'F�PFe acF �0 cv F L.O EScStov P 't7�tttltPt tElfil��t��� g� To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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. IW- 14 of^ OD O M 8 N r~ 3t 0 0 Y C J LA. co $ xt , u.Ia 3 ,n LL LL 0UJM VCL LL L a Lu Z_ j-_mo� Oow CV t0 O W U)on ¢ Q Qco Ci a N6 0ODU_juvi LO N M Z K y O ZCILLO ❑❑❑ W N M o M 4-1 C/�- U Q 0 g vea N N c �N 4!f6 `- C) 6 w F- 3 E TI 4 C, o us N r— o w C", co w¢2 �o s z z LL cd- E zo O > f6 �o UO XU oa �V 0< CD N z o iz C/) C C o Y mo O z p¢a d OU �F yz =3 oto a oz'< 3 �a O J L ai � ^1 W m 0 � .� r ca CNI O o m U Cfl W N I� (1) r T o CD Lo = *' N 00 N M r r �" N T `'' cc z z O U) M n o U � Q p JOB NO: 20-8086 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 U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 UR i e woo- 8F20-0B/1T FORM do GROUT SOLID 0 V } • r LU O #5 BAR CONT. 81`12-1 B/1T (Z V' LINTEL DETAIL SCALE = N.T.S. E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J L 8F16- B/1T Z 00a 0 tNUMINAL.QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5REBAR MIN. AT Q'D (1) REQ'D L/EAR ALTERNATE POWERS STEEL LINTEL d A ° d d ° .M.U. #5 REBAR AT TOP a ° d a GROUT MIN. (1) REQ'D 4 o D 1-1/2" CLEAR ° A d G ° J O a ° d 5 REBAR AT cn U) CC a = - a) w C.M.U. ° BOTTOM OF aU) Z W O 4 oLINTEL `-*-BOTTOM CAVITY uJ V u) U o X Ci O Z REINFORCING ¢ ¢ 0 M 7-5/8"ACTUAL PROVIDED IN LINTEL z LL p w u^, D D ¢ cli m �o �, �o #5 REBAR AT BOTTC AS INDICATED NOMINAL WIDTH (VARIES) U)ZD . a MATERIALS cif precast7ntels = 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 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation, 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 4'-0" LL 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=V-0" CD Irc)E� C� 40, E •. - FLO ����a�l�Fitf tEi4't!>w�ga. 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 a uoi v E 00 00 p M 8 m 1-at N O CV i J LL p• � C5 ci J r() a0 (A7k W N Q rn I__ r__ - LL Lu d Noa LY� JLLLL n. S Z O m c O It 15 6R W O J Z ILW ��pjO' d co o J a ZOV Lr)N M Z tY rn Q U_j in W ❑�❑ CD M � 0 0 z � � cq Z � Q J N N M Z CZ �N W1' o LL T C'a Cn w uA O l/i w $ cv u) c w r- - E 8 I Of u) letQN� i c. CCD M J z Z o S ¢ W z � UL Q E O E U zo wo ¢o z® oa ao wX uo O E N oa d z ao ow a z L ¢o tt� m� (a o z' w Z< rn J ¢w 1z Z cn Q 3 p< LL do �W U a& F� >° C) w aF =a o �O > � J N W m 0 T f° J N C U O 0 m a) r co o L O = N r' N 00 N r T T M o Z E O a U � q p JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART F 0 A BUILDING WALL ENCLOSING THESE MP CO ARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1- SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGSARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2. 1, 4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1. 4, REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-1-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 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 y" X" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. BUILDING DATA 140 MPH 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 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ 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 II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: STEM WALLS. 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 7/16" STRUCTURAL 1 U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 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 STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES, 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 DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A DSUBMIT ERECT IN 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 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- 718" 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" 1� DRYWALL SCREWS AT 12,� O.C. FOR CEILINGS AND 1)/1, 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 8 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 SHALLDA CONFORM Fy ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITHASTM A52 -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 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 OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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 M ICROLAM 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 E AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.12 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mB st be removed be enter eoiPsoilrtreatmentar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 1 LF_ Q L l �a I V� `��N °• _ 6 F-� . f��'��rt6ttt;Pi190`��e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W QO v E OM 8 ono N r it V C 0 N m� e0 J LL * �. W Se accMof J LL LL p- W 7i Z 3L.°o ra�rn o W 5 CN CD c rn O ~ M O J W Z IL IL (15 oo N MZ a CLn O Z pV U�vvi W 0 1:1 r_1 M � zM � N M o g z z s J n to M z U' c C2 Q� LU u � g O to vy W g c-_ w � U w E U o N o C:,w M co i o Z < L cd- o E Z -0 } N < z® oa U H 0 N fu do <a wz �E w0 ro Cn CY z U 0 '0 °, Z C/) Q W Q p¢�Q LL zQ�� JU 6 Z �W W CD wF �o O CAD zla a ti o 3 C Z0 ` J W � C� co N [L 0 U C0 W � N coO �T L0 T_ N 00 N LO T r E N "' Z m Z E Q `m c C m a E • • U _j -v w Q p C °i JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. S N I 1III I' I _I IiT-Li,,i,l i:', l i,.;r�� CORNER OF HOME GARAGE SIDE Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 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 o FILL CELL STD. 900 HOOK BOND BEAM 11 7 ¢ STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" j gap max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit �� 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. 2xrequired when indicated or _: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 Zdetails in One 10d box 7TANK-LESS areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. W/H /fit H C G 0 0 O 5'-0" Q - C7 STUB -OUT FOR 1'-0" o 0 0 LO GAS METER 0 �} 0 U O r 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-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-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. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or_t;M beam below Load bearing wall must stack over blocking and wall or beam below.* —' Q/ Provide adequate bearing eT�� for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) �-10d nails SECTION @INT. BRG. WALL require additional consideration.- 2x4 minimum Bearing wall, Versa Lam LVL or N.T.S. Glulam Beam Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/81 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 TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION ------ Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. NO HOLES (EXCEPT 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 Joist hanger IK or drill flanges 1°9 -A�..ml 6"" A 1/" ROUND HOLE MAY 6.6.� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 1'-0" 1'1" 1'-2" 1'-2" 1'-3" 1'-37 1 T-T' I 1'-11" 2'•-4" 1 2'-g" 3.-2" 1 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" V-9" 2'-4" 2'-11" 3'_7" 4' 2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3"-2" 3°-10" 4'-9" 5' 7" 6' 4" 7._2" 20 1'-O" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'11" 6-11" 7'-11" 8'-11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" W-4" 9'-6" 10'-9 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 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 CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ITI I HI I ICI 1111= Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° ° SEE PLAN FOR °• ° .. FOUNDATION INFO a 4 STEM FOUNDATION GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist " depth I —JOISTS BUCKETS N.T.S. REINF. SEE PLAN rv�, �n/Aor_,+ rvk, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A SIMPSON H10A ° ° '° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE //_ — I PLUMBING LINE PENETRATION o ° a a 4 \4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4,1. a d ° / 44 : a 4 4 a a SEE FND. PLN. SIZE & REINF. s _ C � Y < -� '' - r . � 7 �Dp To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N 0 .P c D O 24 8 co ('Do r 4k 0 7 y, cD 'n 1 * , aw 0 fA U)N o (;M� LL LU a Y �LLU_ a wJ 3: z _.DY, � 6 W = M o� I w m¢ W U) Q Z un oo N M Z a K h O =) 0 W ❑ ❑ ❑ U z N M o z z o JEL a Im N M z (D U o +-+ u- U O w o to Y �N U u., o — E I U o I' 'n ° _0 ¢ N m sm o w M M ¢ o z < U i? E z o o� z z® c a co i— XO &¢ �U U o� O B" N E �Oz O ¢ wzz L M co o o Y �m m o o QW co _I ' z cn N 3 Q a oo< <o 5� a N W V o it � o Jz w< Ec �° Mill!(O za o F Ova 0 c 0 >� iu ^L1 W 0 r M `° JCN N LL " O n 0 U C4 LL /♦I � pp *r I� a> r = ch LO 04 T N 00 N LO r r r T N 0 Z = E 0 m m a U a Q p c c JOB NO : 20-8086 SCALE : AS NOTED SHEET NO. SN 1 iI WT —i - 12 (TYP.) VARIES u 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ 2� 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 & @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.^ o -I 11=1�1 I I —I ° 1=I I Ill-1 HURRICANE ANCHOR @ EACH 1= I �I I 1=III (— D AW TRUSS (SEE UPLIFT SCHED.) W/�I=METAL PL. UNDER EA. TRUSS -III„lII— �I I =1 I I —I I —III —I 11=1 I IE 11=111 MOISTURE BARRIER l F1 SHINGLE ROOF „ ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N•p• W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P,T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 filla NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE I_ � co ° o0 6 MIL VAPOR - BARRIER p �\44 11 _ N COMP. SOIL. ° (COMPACTED TO 95%1 MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3„ MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" ��3� OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE E SLAB 14„ O.H.D. RECESS z M� . r r '��TIT r , r TIT ,.' = I- �' T�-r .•, .. a 00 .. '[T�. I=I [I • e �~ , III I T °•+ ... NMI! SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" IN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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)12dTOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %"GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS F::]E 1E EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY" SIMPSON 001 / 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE w ( ) r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND "' ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 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 @ 24" O.C.) 2 ATTACHMENTS 2" WWF OR FIBERMESH WWF OR FIBERMESH a ° ° ° d ° ° ° ° 4 ELEV. 4-3 1/2„ ? �31/2"MIN . �31/2"MIN. I A.F.F. p > ° d ° 2x4 CONT. ° ju —'� a - d N - ° ° ° ' — �� 1/2"(min.)- 4" ° ° . 9�' _ T1/2"(min.)- 4„ ° 4 ° 00 ° d - 4 GARAGE DEPTH VARIES ° 31/2"(m n- " I ° •' —lh Try j— — 11- (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL P STEP P SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 00 — —�j—T 31l2"(min.) _ 1T MU 1 hi M-1 , lilt 6��L , 1, -4- U.N.O. [ TYPICAL BEARING WALL @STEP rCC SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.r— STUDS @ 16" O/C M�N�MoUs LOAD BEARING OR INSULATION PER FBC AND ENERGY c�N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE W S PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS (IF2x NO UP LIFT ON @ 24" O,C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT ORSIMPSON MIN. 2500 PSI CONCRETE SLAB W! SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN, LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ 10 10d NAILS ( ) - c" SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS w END OF 2 x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR W ° GRADE N - c ° . ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° MONO OR STEMWALL Z .p co °. — -0 FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g _ r° FOOTING MONO SHOWN ° ° p o D °� g 00 _ 6 MIL VAPOR BARRIER — R ° ° _ — — 1 = - d0 w=�! (f) I = ° ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP, WB (MIN,) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N C WWF OR FIBERMESH CO E d ° I 7Tf-1T� fl�f TR=111=III—' r FOR CLARITY °= R 1 7/8" #5 REINFORCING BAR =1 I=1 1=1 1=1 1=1 1=i Ij (j-j�TjT- N z ° III=III—III—III=III—III- ? #5LAPSPLICE — � D° 2 #5 CONT 11T 1 I�—�Tf f(I - NOTE: g III=1 I=1 1=1 1=1 11=I 1- *FOR BEARING WALL (=III=III=III=III=III= COMP, SOIL. (COMPACTED TO — W/ UPLIFT ONLY — — — — — — — — — _ _ _ =_—I 95% MODIFIED PROCTOR ASTM III=III=III=III=III=III=III=III=III-III=III=III=III=III=1 I D1557) =III,=III=III=III=III=III=III=III=III=III=III=III=1 I —III- 4 14 ' III—III-III=III,;,III1111111�1111,;,111,,111-III=III=I11- FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" v GRADE 00 a • —11 I NI- v— —I.I I — Tri _ lil——t I #5 REBAR w/ OPT. IF I I-1 11= ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r N .a a•� T � - .. -11=f='III �. d T - e. 60 —11 [F---II r III III � I .•y. � . .. ��- I SEE A/S3 OR JiS61111IF I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - C r 00 E r M 6 MIL VAPOR TI BARRIER ' I — _� ��I m•I I� I m•I��— 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° �' AT 24" O.C. MAX. • ; CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN • ' — TOP OF BEAM SEE ROOF PLAN 60 —° a' ' ' ° Q ° ' co ci (2) HTS20 FOR STRUCTURAL :' 1 ' BEAM SIZE & N 'u a =I CONNECTION INFO r> T. PLATET. I 2x4 #2 SYP P.T. FRAMING w/ Ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" B. z ATTACHED PER NAILING FOR REINF. INFO. _ w 0 SCHEDULE OPTION #1 CC Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNS LOCATION Q � J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM, PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DR SCREWS @ 8"O.C. INSULATION PER CHART FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH '- c' a ' w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS a, z C7LU Z w =—) 0 o. w �w p o `n `j- GRADE a — = ° ° •= I= (= I=1' — —I —I —I — w I = -- - =III=III- z -III= *—On Q • ° IIIIr I; — Q t- r =• III, .• - -. 11—I —III—I I1=1—III I —III—III—=— FOOTING -� I I I I I —III —I 11=1 11=1 I I I I I=1 11=1 I I_ U IIIIIIiiII� BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILKN SCALE: N.T.S. S3 �Lul r � n 0 L� Jj i i ?• o VVA � S�E> � a FL,� .�. 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 o f '0 O M 8 N r zk N V 0 N LL # QN co M R V) !n J LL LL rL Ir Z t@� ,9 W mcv� O ¢ Z (f) ¢ co a Z N co Z rY N O 0 U U WI= z N o z $ mom z (n J N —N M z � o v f6 •O W o .W — � o� WUft O c U W J i — E o I = L y i U o K c D a ®1 o w M 4 Q E o Z LU N < � =® 03 ra 5z, U 'o C O C [V Q z z wz i do Wg mo = 0 Y U O Zz J � w y ¢W o ZZ no T U i ¢o WW _ r- oz <a z� a �qa ro a 3 �O O = ` > J L ai /11 W m 0 C .� r co J N ^ Y O o m �j Cfl Q� �o � .� r 04 T_ L,() 00 N N r r N � T r N M o z O U m 0- ca U ¢ p � JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m 0 N 0 J O 00 NI Hi m C x 00 0 00 0 i rn a N N d E ai E O s 0 J y U v i 0 i n_ 0 0 0 0 J v ET_ 0 N 0 0 CL 0 e w m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS TONEAILS SPACED MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING F11 (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \- ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL EXTERIOR WALL WALL CLEAN -OUT rAN� SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 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 1 ° o a a g STD. 90'HOOK J 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 IL 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. 2� 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J r W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK OUALC: N. 1.0. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �0y, N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --- O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (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)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OD SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� GE SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 dQ d SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS [�BLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELDV ? a 2x TOP PLATE `n 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. O O. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR7� STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) I_1illIII all 4 �149LN;iihjl 1 #5 VERT. IN CONC. FILLED CELL-` W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL % SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF 4g„ SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED 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) > (4565# SPF) i (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 1&NUT OXIED A.T.R. 2&NUT ROOF TRUSS ABOVE /- 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED A / TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 to • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. Q cac Q w.ltvv V�27.1� y •' G `\� E •••` J � Pg No 417. FLO' �%OFE S SIO"101 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a U) tE F- M Co r U 8 0 O N N J ✓ C5 C J co U "w N -c rq t- rZ -p i; W a M n' X CLL aj '! L. JU_LL a w Z t m g 9 � to Lr OO c�� Z a co n N M z h O Z d U U N ❑❑❑ o z b CO Mwel z o � Q N (n N N z ;3 C9 0 4-1 (z w `� .� V g 0 N �N LU $Oft �y N ro af c w m ,- M E L V N CJ C N 0m0 i44 o co J w o Z � U_ Q E zo l a Z® ❑CU a F' '6 O E XO O¢ ao Z. U0 0 0< aZ N cry zE J �z 3 Fw 0a go a U o o aQ ;o C d °�< d °,3 0 .0 C) d: J L m ^1 W CU T t J N Q C Y m N r -0coNp L0cq �� 204 T r N T .i.. T N r- T r) z ns z E O N a) @ a 0 Q o JOB NO : 20-8086 SCALE : AS NOTED SHEET NO. S4 t- SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS-- 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. '• LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX, 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, fa DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O!C @ INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAI OKT w/ 4 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH ( ) MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32" O.C. MINIMUM 6" FROM AS 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 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" 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" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - N .- X-BRACING, AND TOP T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � 0O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 00 1 1 co t/ " 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW () ( (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF (3) 2" x 4" LAMINATIONS W/ 1) ROW " " 2x4 PANEL BLOCKING F STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" D = 0.148 , L = 3') OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0,207", L = 41/2") OR EQUAL FIRST4 () 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 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE SHOWN FOR 3 PLY 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0!C IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" XCSEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL L EXT. WALL CONN. @COMMON 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3 @ 4 0/C 2x4 BLOCKING W/ (2)12d TOENAILS :. NON - LOAD BEARING LOCATION NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C. SAME NUMBER OF ROWS SAME SPACING) SECTION (""9 SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8A ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN . SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL t (2)16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.0 Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (�l0 SCALE: N.T.S. S5 t 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" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR 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" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 21vx8" #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"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 CORNER JACK 0 Y d � w z M O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C�ED TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ��I�II1 0 '/I1I�Imm a NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1Od 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 Q I Cn Q v `✓ I � N tJ `;0 •cam • ••..f.f \\l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 1-- o E o O M8 coenpat (� 0 N . tm lJi cloo % � '� M rn a U) U- a a- Q co LL l L d W 0 Z t) s m � y o� o w �'mc�m � O J M�rn Q¢E Z LLW 0a Z N M Z x D O OU U�y W ❑ ❑ ❑ z � oarms z o J - �:; a N N M z ;; URho0 � LL. 0 W s N C!!-- �cn �23 I--N is U W � s n s I _ 6 _- o c u) �Q o w co "o o z E o E =o =® f— @ <� xca o uo �� c O E N V az ¢o p az -Uj L ¢o m� . (n C z2= oY U m O o EE Z Cn G2 Q W gZ oa Z go a ao �W r- o� <Q �3 A o CID zw ;o o c 0 ` >� J L ai 12 C7 co N Y _ Q Y U N 0 n 1 m U 4- W N 2 N /1—� L /i v . r Li) r- 04 N Ln T T N � °) r r C N Z cc z E 0 C o E U _ Q 0 C JOB NO: 20-8086 SCALE-'- AS NOTED SHEET NO. S5 '- a,. ;ter 1FI 1:r�T7 11 3 -o O] r N N 0 00 00 1 0 m C N N 0 0 to 0 00 I N aci i o, 3 Q N N d E d E 0 v c Qi LZ v 0 �I y i 0 0 U J I:i N N ,c 0 0 CL 0 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8„ 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 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" _1 FURRING x4 P.T. 3/16" 0 X 3" LONG FURRING „ „ 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/16 x 3-1/2 REBAR ` ' AND NAILED W/ 8d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (T (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRYTHROUGH �� 1-1/2" DETAIL 1 x8 w/ (2) ROWS 8d NAILS ��T 3 DETAIL STD. 90^ ` D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 1Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALLNC YL EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4JLJIL LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DISFT. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16" TO PRODUCT ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-112" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2„ NOTC F� FIRST COURSE - SIMPSON HGAM1OKTA @ 12 O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE +5n FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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 = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 #FOR 2 STRAPS :: �: FILL 1st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX ,2 -0 8 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS ' BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS :• y SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS 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"x21l4" TITEN = 2150 #) ;.: •: 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION .:.. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN a•:•' • • ` •'. • CONNECT W/ 8d NAILS BRACE/BLKG. •• N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB • INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Y2' 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 NAILS @ 8" O.C. ARCH DETAIL i 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , V X 0TO TRUSS FRyq TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + /V �� NOry 11-011 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + IAS ° WITH 1/4"x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D " /4 MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT SOFFIT ° a . o p .. #5 BAR o 2-0 8 + r 10 P CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i + p o ° g °, 9 H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , s EACH TRUSS o D ° , D KNOCKOUT / c.l 8d NAILS @ 8" O.C. AT BUCK / - 1 °� CHAIR BLOCK ° 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. 2x PROVIDE CONT. W/ (3) .� s CONNECTOR = — MONO FOOTING - .A ° D ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE , 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -) BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT p Z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL To ° STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION HOOK N #5 BAR IN71D / TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD FOR OVER HANG FILLED CELL 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 'MAX. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" - ° o V o vvv o ., .,. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. im. p. ,.,. PER INSTALLATION DETAILS ARCH DETAIL B-B K HIP. DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 4 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4. EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/8" NAILS L STUDS & O - NAILHTT4 U S & (1) 5/8" DIA. ALL THREAD ROD � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3" MIN. EDGE DISTANCE U w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP 0 2 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° u P o w A REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT _ —I—I 1- —II— r _ �--�^ LL a 1 ¢ A — PRESS PANEL REINFORCING INTO PLACE. n 6 MIN. LAP SPLICE W/ p' D - I I I z #5x6' EMBEDDED INTO — EXISTING FOOTING (2) #5x6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF E OF MORTAR BED AND TROWEL D REINFORCING PANEL SMOOTH 0 NO FURROW, fI-I ° -r o ° - Un N FILLED CELL „ DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT _ GRADE o ° 11 —��- G `. 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 C„ REMAIN FREE OF MORTAR. NOTE: Cl)z . \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f g • o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° � 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4„= 1-0 SCALE:3/4"=1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ® � .a ''•. F Ire 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 - Residenbal 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o m 8 (0 F. 0 Lo co, W a.,� N C J LL W 0) M � ,+.� astir, � V LL W a a a ccj aLLU- Y a CIL'ITEn� Z _ m c c o 0 O O C O ~ W m0� W W ot6c 05 a Z N M Z pU x N O 3(n Z OD❑ W Z N in o g z MIMS z o J � N N N M z 0 o � O w o N c cN u) U w I U o N o o JZ w Mz o Z¢ Z E :! E: QO zo QN Z oo f R U a r u Oo a N fD ai a o z w a� -o Y o Z' - U) .o �� Qz .w Z `nn o< Z go N a V � <o a rn w _ < o oLL rk �3 O Q Y W¢ fY � ao � za o- U3 >co L rn W � Q C � O L n1 U U W � mo � r Z r N (0 CD Ln N -r— Lo _ 00 N r E CV Z cc z E O I @ d E U � a 4? Q c JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — • CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE —\ F 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, 3;;'A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDINGJACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i, VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE 11� W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wr O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLAN M OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR 0 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION 5" PLAN FOR MORE INFO �X COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22N� SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM `./ BM. SPLICE OVER CENTER OF POST MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. —• MASONRY WALL BELOW: SIMPSON HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—J L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 1 � O r f►if��� ,\A\\1\i11111itt N ti • C� �Y N •°J _ Q 0 4 F iLo FE SSi0� >� '•'afl11I1111t1't1� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W IQ 0 r O MN 8 N ik tl J 0 _ 00 LL a � U) Q vJcN'v LL ° X 13 0WNmjCVQ0Oa JLLLL a 0 z @AY, H �a J W6°' 3 °' IL M& Z Z N0 N UNZ O U ADO M z N M o eD z N Z n Q N M z 0 LL Ca Ch w O—� N TLn w c Rig U w m J Emilk o `y = L y U )us c N w o Q In o N rn o w M z¢ o� z C !Z C 0 o z Zs < N 2 0a CU C 20 00 o � N a` <z o °z -z X� L ra � C ¢ o y m o oLL - C ,moo ¢ rz z z CA . 3: ed ao d Q > oa w w Qo �k o w' >° v za a °5 0 O = ` J L t rn 2 ^, W (o 0 N r co CV o 0 CO A 1 m W }, N N Ln �� 2 N s— = r (N 0�0 N LO T T T N rn c?) o M z E O n. U 0 Q p � JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. D1 3 v Ei m v N 0 J 00 0 00 I 0 N m CD s C> 01 1.0 Co :v Y 3 a N / a E H N IU E 0 S `o J / ry E2 U 0 0 i 0 CL i 0 0 U a> t� S- N v 0 a 0 N N 45 w m 0 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT ATWINDOW 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF °'-' MASONRY , WINDOW BUCK c JOINT2) SEALANT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTAILATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape DO NO- BOTTO FI AMrl ^' ^ 11' WEATHER ✓E BARRIER & 1ARILY SECURE SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 G 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 1 L/1J1 IIIVI] SELF -ADHERED FLASHING DECK JOIST r 111J I-IIIVI] 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU _ 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI£ UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 4SHING 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 SELF -ADHERED FLASHING v 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'-4" PER PLAN 1'-0" PER PLAN SELF -ADHERED FLASHING OUTSIDE CORNER W W m Q d d IZ = w � U W W W O Cn WINDOW UNIT DOOR ROUGH OPENING FLASHING REQUIREMENTS � SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 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 R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A 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 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ]s ac EMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED RUBBERIZED ASPHALT ADHESIVE B & HEAD FFLASHING LASHING, AMFLASHING SELF -ADHERED FLASHING --,- LASHING 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 FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ' �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 PAPER TO EXTEND A MINIMUM 6" RELEASE ADHESIVE AS SHOWN) 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 A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, 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. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE I1 THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB NSF LATH I� ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal r^� 5 lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal .. Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor LZ Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � F o EQ n v 0 .0 °o N ax '� � n C, 'D a u- a 'MIJi Li., co a. W ZJ ro c o r,N0 MO Z LLo J a Z00 N M Z 2 0 O U_5 U W ❑ ❑ ❑ M v� Z N Mdownillill 0 0 Z N (D z o Q J ^ tJ 1 N Ci Z �O (D 0 LL a--+ �, � 111 � A u -� O w g to y vi (13 U LU M - - E L = L y U o N c En N3.1 ° r. 0 sm co M zo� Z � 14E J Q E �u Z O WO > N Z QN Z (O q� �� U H r0 2O RU a�_ O oU o� Z O � N % i ¢p 'W Z w W L Mr ai i mi O Z LL Zmm a' ¢Z �Z N N o2 Z go sZ 3 2 9 �0 a mw 1k O aLL Q Y v FIa 0 a �§ c0 0 = ` J a; ^L1 W 0 0 T T Co J N C o m V 'O^^ W a) 1 N T- co No L O = c\V T- LO T N CN L O N 00 T T Z (Vco M o Z Z E O a E U Q p JOB NO: 20-8086 SCALE : AS NOTED SHEET NO. W P �a N v Im January Janus 14 2021 APPROVAL SPECIFICATION SHEET(2021)Product k,.:�..r.,��h,,�,.,�.��.�.,.�..w�.wP. ,._�,�..,... �.�.� .,_>»n..�,e�.�_., r.,�.�.s-w,.,,f ........: ......... �.,.v.,,,, ..,,�,_z w.a»,.,..�_.,,..,�,,.�,�, ,..,,».m• _ K..W,,�,.,��-��m,.,,,�,,.• �...�.,..�>.........�r,�_sr..,_�.,�._.._��,,..,,�,. .,,,.,,.<a� M,-_,,u,��..,,,,,n,,�,,,, .�.��,�,,,u.., .,,,. FloridaDepartment of Business & Professional Reulation Pag202, Building Codes and Standards APperuel Application Detail - cn c� o •+o• A LV/ 0_PRODUCT O 0. Mounting Brackets (10Gar* � T1f.ieX4-1t2'X2-12w Q a T IiRk Cross �y cat, # a be cut ' See Anchor rt7r Schedule a. y #tight BradW f1 it Galluge) `S1 VV 7 d Bolts u ill Dia.A325GaIv. ffyp'r o ter„ as �k14S lfptining SCrw5 IY7JpN # A/C n1 putt E,,3 t'VV 4 Unit [.Vi4lflrn G�ILge Hurricane Strap vPica0it,fl sty .* �i1f.9Site'f3 i - FmntCross Support paw e�f-k�rW Nuts y1:' dy be t_Vt to 11f) ,l ItY Lett Bras et (116 Get U�) P i 43 t-"/ si a 4 Self-Di'llin�g 5creAts Yhtu Brackets 6 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if _ they will be utilized on the construction project for which you are applying for a i j ` •� � ��� � � CIO /}� U \ V 0 0 L L O O Q - `w'( M o O `v ._ o �� ♦�^ L� a�� � .� fitng Q s� � � j� FDate NICAMaia p Tjr-e Version Manufacturer Coolad Enolne r&Ucanse Validated eV Validates SubmlUad FBC AroroYJ rvetl � Revision 2020 Thwmn-Tru Corporation Steve Jeep- Lyndon F, Schmidt, P.E. Ryan J. IOng, P,E 07/23IM20 07/122020 07292020 10/132020 Approved CategoryEatemorDmrs (WO)843-7628 PE43409 (313)767-6565 Subcategory Swinging Exterior Don Assemblies slasperwn@tilamalru.co Complain-Mah l Evaluation Report from aFlorida rn Professional Registered Engineer hitect or Licensed Florida FLik2dd7n R3 0 A h coaling A Aoorovetl for Us. AnwgYed for Use rt oat[ {Yeslnn ere # Protluct Modal. N mberar Name P odu t Desc Iodon Contract Emlrffilon DateResist-t t Outside Pmsure 1 a Thermo- nr Flbet Classic entl r Nan 6 6 & �1 & ob Opaque a 12r312 1 Yes Yes Yea NIA F 3modhSta pos eEdg qua, mpea le p qu Q2cv CwnPesRe Edge Fiberglass Single Dow 2 b.Thermo-Tor Fiber -Classic Smooth -Star Nominal8&#398& ud;lmp et&quot;0 a ue i2/31202t Yes Yes Yes N/A Compost&Etta #3l&bergla pct&uot;Opaqu Si gl. Do" with 3 SlallOra)oInawngouswing,XD,OXcOXG configuralMs) q Therma-Tru Fitrer-Classic and Smooth -Suer Nomern 6L -'8 &qud;,mpactLqu&; Opaque 12r3,2021 yes Yes yes NIA le Do. wfth or CwnPose".(InEdge eerfias°°�aing;XXorOXX without S1tleMes (Inaw1ng+0ulsMnp; XX or OXXO configuretlons) ` d.ThemnaTrpnper-°'asscantl5moolhSer NominalaEdg0ibrgllmpgt&leD;Opaque 2312021 Yes Yes Yes N/A Caneos¢e Edge Fiberglas Single Door (InswrogrOutswlr,p; X cmifpurotlon) 5 cThermaTru Fiber-Classlc end Smooth -Star MammaCompol&8#dg;08qud; ss SingleD Opaque 12/312021 Yee Yea Yes N/A Ccmposke Edge Fiberglass Single Dow with Sdeliturl (1rely ng/D fswng XO OX or OXO coriguratlats) 6 f. Therma-Tru Fiber-Classlq and Smooth-Sler Nominal 8&#390&qudt&qu°t; ;lmpacOpaque 12ni2021 Yes Yes Yes NIA CanporiteEdg FberglassDouble Dow with or will Sidelaes(Inswingrout5w,ng, XX or OXXC caip°ar6&#3 7 g°Therma-Tru Flbsr-Clesslc and Smooth -Star Nanlnel$&#3988qud;lmpast&guru; Glazed 12f312021 Yea Yes Yes N/A Composite Edge Fiberglass Single Dow 8 h.fiarma-Tru Fiber -Classic end 9modh-Suer Nemnel S&#38,8 &qud;lmpact&quit; Glued 12/312021 Yes Yes Yea NIA NommalOutswingXcmTpugtl ' Composite Edge g)OWFibergisss XC,no. Dow with 3ldollta(t7 ClnrxingroafsWMg XO oX orOXO wrOgura,,ws) 8 Thermal Fiber Cluasl and Smomil lour Nominal 6&039:8 &qua;impact&quo(; Glazed 121310021 Yes Yes Yes N/A Composite, id Edge Fiberglass Double Cbor will a withoutidlon.es (Inswing/Outswing XX .1 OXXO go /Su bcate �go�a�1r{r� Cate gory/Su �I ' y/ gory l Manufacturer Product Description P Approval Numbers P P ( Test Pressures Ex Date p a 'I. EXTERI©R DDORS C A. SWINGING ThermaTru - '- - Fiber Classic and Smooth Star (NON IMPACT) FL20461.1 - 67.0167.0 psf 12/3112021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12I31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 /t f 14/2(12 yt +tj (f t C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 + 30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2 W 1 N DO W S Back Cross Support into A/C Unit Bottom Side (typical:3each side for hurricane use) INSTALLATION .r .��t,� -'rl ansiawuun inusuiddio s outs pturarla:l v ill -.6 itastt�el A.- Rilt�sal Dualifi& avvi�leupootabeK Florida Department of Business & Professional Regulation Page, of 1 Building Codes and Standards 1114IW21 Product Approval ApplicatlonDetail e configuret tx e) 1D ,Tnera_imFherClassigamtl5modh-per Ncmrnale&#39�ibergusSinglud;Glazed 2312Q2, Yea Yes Yea WA Composite Edge Fi X Carsa Single Don {Iarine]/Outswing, X ot;lmpaatlonj 11 k. Thwme-Tru Finer -Classic and Smooh-Star Naninal8&#59;0 &quat;lmpect&quot; Glazed 12f312021 Yes You Yes N/A Composite Edge Fiberglass Singe Dow with ith 5iomposit Edge Fiberglass ; r Door XO coon "'it"e) 12 1. There-Tru Fiber-Clasalc and Smooth -Star Nominal 8&#39;0 &goo;anpad&quol-, Glazed 12/31/2021 Yes Yes Yes NIA CorwasfieEdge Fiberglass Double Dom ihor wlibW t Side ftes flnew, gt011ti ling; XX or OXXC 13 m. TheraTru Flher-Clesslc and SmodhSla NanlnalconAg Skit sj ,8#39;8 acid ot;lmpaa&qua; Opaque 12/31R021 Yet Yes Yes N/A Composite Edge Fiberglass Single Dow with &Wit Non(Inswing/0utswing,tialImpectlqua; Sldene(s) XO, OX a DXO configurations) Tramiel14 n. TramieFiber-Classic and Smooth -Star Nominal 6&#39 8 &qud:lmpect&quot; Opaque 12f612021 Yes Yes Yes WA Comp'R. Edg Fiberglass Double D orwith C'XXO -Imps«&Wd;Sldal°ea (I°awingl0u°awing: Nominal 8b&;*36;0 OXXO eontlglreti°n) 15 g.Thera-TniFroer-Classlc end Smooth -Star ComposteEdgeFberglass&.9letbwPwith 12/3/2021 Yes Yes Yes N/A &Wa•Non'Irrlpad&quit; Sldage(s) UnswinglOutswing; XO; OX a OXO configuration°) 16 p. Ther of Fiber-Olasslc and SmoctinSter Nollne18.W39 O&quotilmpsa&gvoq Opsque 12/312021 Yes Yes Yes N/A Composite Edi relae5 Double Da°r with &Wa,Noir-Impact&Wit; 31daRes (Inswlnp/OUtswinp; O))ttJ configuration) 17 q. Thera-Tru Fiber-Clesslc and SmoothSte/ Nominal 68#39;& &qua;Non-Impact&q d; Opaque 12/312021 Yes Yes No N/A CanposeeEdge Fiberglass angle Dow (Inewing/Outewng; Xcanfigrrat'i.r) 18 r. Therma-Tru Fiber -Classic sod SmoothSter Nnnihal 6&#39j8&qud;Nm-Impact&Wit; Opaque 12f3l2021 Yes Yes No N1A Composite Edge Fiberglass Single Dow with Sidelite(s7. (Ir,swlrg/Outswing; XO, OX or OXO configurations) 19 s. Themm-Tru Fiber -CI assic and Smooth-Slar Nominal 68#39;8 &qud;Non-Impact&Wd; Opaque 12MV2021 Yes Yes No NIA Composite Edge Fiberglass Double Don w9nn with alSiderdes (in5wingtOulawing; XX our OXXO configurations) 21 Yes Yes No WA. Composite Edge Fiberglass Single Don 20 t. Tharrrls-Tru Fiber -Classic and anodh-Star Nominal 88af08,0 &quMNon-Impact&Wit: Opaque 72/37/2'021 (Inswing/Gutswng, X worliguratio°) 21 u. Therml Fitier,Classlc and 3mgoth-ffiar Ndnina, 8&#39,0 &quw;NgoAmpsct&qid; Opaque Yes Yes No NIA Composite Edge Fiberglass Single Dow with Sltleilte(a) (IhswlrigRtutswing; XO, OX m OXO configuratime) 22 vTherrel Fili-Classlc and Smooth-Ster Nominal 88#39;0&qud;Non-Impact&Wit; Opaque 121312021 Yes Yes No WA Compesite Edge Fiberglass Double Dow wfih w without sidelfies biewng/Omswing; XXoroXXC 23 w.Thama-Tru FlperClasslc and Smooth -Star NaminsIInN 6&#39:8 &qua;N°T-Impegt&Wit; Glazed 127312Q21 yes Yee No N1A Composite Edge Fiberglass single Dow 24 zThanre-Tru Fftiar-Classic and SmoolMSter ins ingrcla swmg,Xgmggure rim' .Naninel6&#39'B &qud;Non-Ifripact&W«; OlaZed 1213120?1 Yes Yes No NIA Caiposhe Edge Fberglase Slnye Dow wfih &dent e)(InsWg/outswln9; XO. OX or OXO Nwmat8'ms) ZS y.Thermo-Tru FibervClesslc and 9mootMSter Nanina 6&#39;8&gaGf;Non-Inpect&Wit; Glazed 12r312021 Yea Yes N. NIA Canposae Edge Fiberglass Double Dow with w with butSideffles (Inerwing/Oulawing; XX or OXXO configurations) 26 z. Tharraii Fiber -Classic and SmodlFStar Nominal 8&#39;0&qud;Noo-Impect&Wa: Glazed 12A12021 Yes Yes No WA Composite Edge Fiberglass Snpk Dar (InswingfOutswing; X configuration)oo-Im 27 zit.There-Tiu Fiber -Classic and Smooth -Star Namnel 8&#39;0 &quot;Nm-Inpect&Wit; Glued 1213/2021 Yes Yes No NA InawingiOutsiwXC, OXor OXO CSlodmelplCompositeje.(Edge Fiberglass Single Don wanLomanco, 28 ztbThere-Tru Fiber-CI.a,and SobwI lour Nominal 8&#38,08qud;Nm lnpact&Wit; Glazed 12/312021 Yes Yes No NIA Composite Ede Flbergie. Double Dowwtlhor wtlh WCSIdeMea (Inaw'Ing/Oulswing;. XX a OXXO cilhoutaiensj A. SINGLE HUNG MI Windows and Doors Series 1$5 FL17499.2 +60.0/$0.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C_ FIXED MI Windows and Doors Series 185 FL15349.1 + 60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT �*pryQ�+r/� S�i11Gs 5500 FL261.1 NIA 5126/2026 Code Fall Date Pate pale Penalrw pale 7yg_° Vernon Manufame er mount Enolna°r&Lis-yandaad asValidated � ate PBCAppruval Aporpved tS a su Inc. (502) Shumate Zachary 1 Priest (334) Soudan P.E 08/11120?0 081092020 08202020 101132020 Approved Revision 2020 Crexel y: Rooting Category: RorArig (502)303-1511 PE74021 (3341300.TBOD Subcategory; Metal Roofing �,um,ate@dr-mot Compliance Method: Evalul Report home Florida Registered Architect or a Llcensed Flodda I...Engineer FI&17679.Rg products - (lraebAmrance Approved for Use approved for Use Impact Daslg-i # Pratluct Model. NumWr or Name Product Desnlmbn C 6�ral°n Dale In HVHZ Ou191de HVHZ R°sistara Pressure 1 Orazol Metal Ropitnp Systems DMC 10ONS UMC 15035, DMC 1753. DMC 200S, 1213112025 Yes No WA-01-180 DMC 5V E. OTHER 3. PANEL WALL -__ .. .. .,._-_-,._...,.-_.._.. -. James Hardie Building Prod_ _.,. .. _.._ _. __..- _... ., Cemplank Lap Siding and HardiePlank Lap Siding _._ _ -. -. -. ,.-. _._ >, _ -_-. FL13192.1 - FL13192.2 A. SIDING N/A 12/3112023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER Florida Department of Business & Professional Regulation Papa 1 g1+ Building Codes and Standards 15202t Product Approval Application Detail 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 a2sk Entities, Or 20 ,m , IYJPS version �9gUi$isgmlC#L Si9Di$S� P^�`!^.::&!�.s,^, Yalldated 9r feClbDraYdl 8gg�i� Smuts AR align 2020 Smam Vent Products, Inc. Micheal Graham Hermes F. Nwxo P.E, Locke Bowden P.E. 12n &2020 t2H 82020 122820Z0 Approved Category; Structural Components (77)441-8368 PE-73778 (33,1)300-1 WO Products Introduced as a Result of fo@srrertvenLcom New Technology Evaluation w a Reportfrommin aMeed Architect Hands Florida Registered Nchsect cr e Licensed Florida professional Engineer FL#Sg22,RB.pruyi°ta Guallt, Assurance A-,vcI for Use Approved for Use impact $ggg Product Modal. Numbs w Name Product Osawlmlon C ptradExplrffilon Dale IjjJ7YtIi: Outside xvaz I; I?afisura 1 3nredVent Model #1540Gi0 Du el Function Flood and Ventilation Vent 12/310020 yes Yes NIA: +100F10Q 2 SmedVenlModel#1540-511 Dual tot loodVenendVenhledonVent 121312020 Yes Yes N/A +1o0/-100 3 SmattVent Modal #1540.520 inwlatad Flood Yen[ 12I312020 Yes Yes NIA +100/-100 4 Smad Vent Mptlel#1540-521 Insulated Flood Vent 12@72020 Yes Yes NIA +100/-100 5 Smad VentModel#1540.570 rilWoodW;Garsgeeoor Flood dFloodVent 12/312020 Yes Yes NIA -MIA 6 5madvent Model #154b570 Wand Wall Insulated Flood Vent 12l312020 Yes Yes NIA 100l-,00 10 7 SmartVent Mod sill540.574 14.5&qua; Gil Dow hood Vent 12/31/2020 Yes Yes WA WA C_ ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, ILL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 Florida Department of Business& Professional Regulation page Iat3 Building Codes and Standards V7202, All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 Florida Department ofBusiness &Professional Regulation P.O.1&2 Building Codes and Standards Is/zozl Product Approval Application Detail Product Approval Application Detail MOORE%! ill 6. STRUCTURAL ���Entity or Data 090 Date Pending Dole Iyep version Manufacturer Contact Enpinesr&License Validated EW Suited FBC A°oroval Approved Revision 2020 Thermo-Tru Corporation own Steve 43.7626 PE-434 F. Schmltll, P.E. Ryan J. King, P.E. 0723/2020 07/122020 07282020 1 W13/202(I Approved Category: wDoors (800)843.7G26 PE-434Lyndon08 (813j767.6555 Subcategory: aplarsthod:Swinging alustEAe, Dom Assemblies 9iasDersgn@Iherfltru.00 C mpllar,ce Method: Evalu el'on Report home m Florida Replateri Archltocl me L ceneed Flgnae professional Enyneer Coda � we Data Pending Qwgl ljrpeyxawn Manufacture meet Endnesr & Llceryse Yalldffisd &� Revision 2020 L��ory: u CorporationP mvalidated BUbmltled Ft1C Approval Approved status Doors Steve 0) Jasper28 PE 4°3°4 9 &d1mldL PE 813} 7�BKing, E 10M 2020 07112/2020 07/302020 10/132020 Approved subcategory: swinging Exterior DowAasamhlles ila5person@11thennettu.goCn Corallance, Method: Evaluation Report from ° in Florida Registered Architect or a Licensed Florida Professional Engineer COMPONENTS T lr�� A WOOD CONNECTORS/ 1 O 1S/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW BuildingComponents p trJ� Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 ` Quality Assurance Approved for Usa AoprovW far Use Impact Design Sea # Rgdutl Model Number or Name product Description Contract EzdraHm Data Jjj� DWSIde HYHZ I}gylgpDj Pressure 12(31262t No Yes Yes WA 1 s.Thera-Tru Fiber Clessicand Smooth -Star N°miositeral Edge Fiberglass Composite Edge Fiberglass Singe Dow Single Dow 2 b. Therma-Tru Fiber-Clesslc and Smooth -Star Narnlnal 6&#39;8 &qud;lmp°M&quw; Opaque 12/M12021 No Yes Yes NIA Composite Edge Xrglass ogle, Composite Etlge Fiberglass Single Domwith Fiberglass Sidellte(s) (Inswing/Outswing: XO, OX or OXO erconfigurations) 3 c. Thermo-Tru Fib -Cleric end Smot oh& -er Nominal 8&#.49-8 $qud;ImpactBquoL Opaque ,2/312021 No Yes Yes N/A Lboul lie Edge Fiberglass Double Dom with a awithoutwligu Sidolites(Inswinp/Oulswnnp; XX or OXXO a erotlons) 4 d. Thermal nber-Classlc and Smooth -Star N teEdge &qud;lmpsa&quD Opaque 12/312021 No Yes Yes N/A Campos to Edge Fbe glass single Dow (Inswlnp/Outswing; X configuration) 5 e, Thermal Fiber -Classic and Smooth -Star Nominal e8,439;0 &quit; Imp..Opaque 12/312021 No Yes Yes N/A Cort,poslte Edge Fiberglass Single Dow with &delite(sl (tnawinp/Outswing; XO, OX or OXO conlralBons) -Tru 6 1 Therms Flinn-Claslc and Smooth -Star Nov,iMal &939;0 &qud;tmpact&guru; Opaque 12/31/2021 No Yes Yes N/A ComposRe Edge Fiberglass Double Dow with w without Sldardtes (Inswing/Oulswing; XX or OXXO cmagur°uons) 7 g. Thera- Tru Finer Cl,,i, end Smooth -Star Normal 68#3988qud;Impact&qud, Glazed 12/312D21 No Yes Yea WA Composite Edge FiberglassSingle Dow (Inewrng/Outsw'ing: X configuration) 8 h. Thearl nber-Claealc and Smooth -Star Nominal 68,11i 8 &quw;lmpect&quok Glazed 12/312021 No Yes Yes MIA CwnpoateEdgeF r-gl-angleDomwith Sidehte(s) (Inewnling' gMuta XO, CX or OXO =9 uratlms) 9 I. Thera-Tru Fiber-Classlc and Smooth -Star Nominal B&#39 8 &qud;lmpact&quot Glued 121312021 No Yes Yes N/A Composite Ede Fiberglass Double Dow with a without9lehesQnawng/Outwinp;XXorOIXO confi9u^' Duality Assurarse Approved for Use Amrovetlf U I d D w sit. .moo eslun S # Rotlun Model. Number or Norma ProtluN Description Mamt _pa at Contract Explratlar Data In lill Outside HVHZ R°al Pressure 0 not Glazed-_. 12 I.Thera-TN Fiba'Classlc end BmoalAster Nominal8&#39' & d'Im etcYesi 17J31202t o» N Yes NIA ConPoshe Edge Flber9lass Douse Dow wfihw without Sldelltes Inrwl ut n O swln � XX or OXXO ( g/ 9° cmfi ratims u 9 J Duality Asnra,ce Appov,at for Use Approved rw Use to ap_d ,O�Ig Rofud Model.Nrnber pr Name Product Description Contact expt Im, Dale In HVHZ Outside HV11 Resistant Pressure 1 °.Thera-Tru Fiber-Claaslsand SnoothStar Nominal 68#39;6&qud;Ngn-Impact&qud; Opaque 12/312021 No Yea No N/A Composite Edge Fiberglas Single Dow (Inaxip4u0u1swinp;Xcgnfiguralion) 0 .�. eeC VVV / O �s+� U O L N I w V, MITek Industries 3 Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Department of Business & Professional Regulation page I it s Building Codes and Standards W202+ Approval Application Detail �`°°°``A - The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products the following information must be s 3 available to the inspector on the jobsite; 1) copy of the product approval, 2) € f . ..,,._n .,7 S : �.,.,•-s,.�,+.,. ... ., ,«,n *:,*..=ass,-, ,..,,.,.- ,..°:,..::..:.n.,,-_.;:,.,.:: °u,:,__,,....�,..m..w. .w «..._,..., , ri, n,�:.u-,:, ..�,°�, ,,,.a>�: ...,.. n..... .. ... ..... -:.,� , .,,w ,.�, „�- �,.�.y „,., ,.. �....,.,, .,,..,.....,, .« .,wm.r. y..:, ,.,.n� ..,,,,,�..,.. ,.�,..., ...,�.. „°...,.. ,n..,, ,.,,...,,_ - n .,.--,..,,a ,.,.,.,. nw..�.. ..,-,.,,.>%,.,, .,,,w2�...m„-,..� :.�-...�.,.b,,,....-m.,<..f r, (' f l ° ¢. "t .w. .M_ .a., �.___ S "_' ,� - ».,... _,. °_.._........ ». �... .__v_,.._...�_.�.....,_,.._., __.__,. -. ,._ .- »-�- _..a. h } i t s i f . � ,.-_. .... _, ...._. ,__..> ...... ,.. .. _,__.. _ k .......... - - - _ .. _ .. ,� I - ""- - - "' "" - '( __._.-_-.e...._ _-_ t .,__�.>_._._._.___.____._.._�.____� .. r-_. _.. _ -__ _.� APPLICANT SIGNATURE DATE -�_;,�.-t,,..T,:,,..._.�., _ .s_-�.. _............. . ......:.. ...�. _.__. s�e_..I.�.,•..w .ors.,..:,,, .� _ - �_�v,... ., �..,n _°,..o._ _�.�.� ,__-�.,s.Y_s .- „> _.,_.. ._ _-_ _.>_ -_.�. tt. �. w _. ._ >. ,.,. ,� .».,. _ _z _. .T _. .> _ ._. _- r__ _ _ _ ,. .s I ISOM Cod. Ertlty or Data Data Datapending Data ytrplQD NanufduH Cyjtpgj Validated lav SjgglllypFfiCAoprowal Anroved §j�yg, R.M.I.Rl2020 MI Wndms and Doors Brent Still Luis Roberto Lamas Steven M. Udch, PE I OAG(2020 10/062020 10/192020 1211512e2o Approved Category: Dgds (717j 38S33Q0 PE 8.514 (717 17845.4 3Y- ) Subcategory' Silting F_Xlarlo Don Assemblies bsitlingen@miwtl.com Compliance Method: Evaluation Report Roma FIo id Registered Architect ore Licensed Flood. hi sit a�i Professional Engineer `.PL#t5'S3lAt&Pr dodo. `' '•' °`' `' '• - ,.<, ..:. .. - .. „ , , _ ,•,•,° _ '. ,: .�:' an OualKvAas. Apisl for Use Approved Tar Use Impact Design sea �� RBI Preswre # Prgdud Model. Nuarber or Name Product Description Contract l9rplr:abn Dale Outside NVHZ slant SERIES M 1 EERIE 4 ALUMINUM SGD SERIES 420ALUMINUM SGD OXO 12/312024 No Yes No NIA 145.3/4 uctx80& ud; NON -REINFORCED &q q 2 SERIES 420ALUMINUM SGD SERIES 420Ap ALUMINUM SGO OX XO XX 2 N ° 12/31f20 4 o Yes No N/A UMSGNFORCEO SERIES 420 ALUMINUM 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 121312024 No Yes Na N/A IES42ax96&Wit. 4 SERIES.420 ALUMINUM SGD REINFORCED SERIES 420 ALUMNUM SGO REINFORCED OX, 12/312024 No Yes No WA SERIES 20AL MIND d 5 SERIES ALUMINUM SGC REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 121312024 No Yes No N1A 143&Wotx90&quit;"Ififififillifififififififififi l s W Florida Department of Business & Professional Regulation Page 52, aa2, BuildingCodes and Standards Product Approval Application Detain E N. �, ..m„ <..>u.�,,..,m,...,. .,.,.�...:...... ........ ........« •.,.,. _,«....:.,� :.,...�.,-..,,..: ..,w....::>,.....,.:,.,.....,.....,�......-.,". '° ,,,,v- .uuah,�... ,...,,.. � " .v .i .._., , _�,..�. �� _m,�...H �....,,,..nw . . �.�,4.., .,,_ ,,�:.. .,.a..,-� t ., .,.,...,.... ..�,,. a,•. .,.,,,.,, ..,.•,..,,,,.,�,,..,.,,.. "' .�"._..,, ,,,....:...". FloridaDe TLmant of Business &Prof ss1ofitI Regulation Page t d2 +r9rz(21 Building Codes and Standards Product Approval Application Detail -0 .. F- Cod. E ri tier as Date note Data Footling Dalg, �- Ve Ion Mart#colorer Canted Er,dneN&Decors Validated By validated datetl SuhmMed FBC Anorowal ovetl Status Revision 2020 Wayna-Mon. a division of Overhead Doan Dwayne Kwnish Jahn E. Soates Jeffrey P, Amason, P.E. 10/12/2020 09292020 10232020 12/15M20 Approved Ca'paralion dko. s83-8,Z1 PE51737 (B04) 82t-5200 Category. Exterior Doors dkomish@waync afion.c Compliance hatted: E lioExtolw Repo Assemblies ern Compliance Method: Evaluation Report from a Ftodd° Registered Architect «a Licensed Florida Professional Engineer PLIM824a-,C10 Products -` " • - -- _ Qualify Assurance Approved fw Use Approved for Use Impact Dew $ttq- Pr°duit MpdN. Number or Name Product Description Commit Emlratl°n Date In HvNZ Outside HVHZ Resistant jhe9sura• 3 800D/81008200 #1105 98#39; Max width 1461139 Max height. Glazing 12/312023 No Yes Yes-31.001-35.00 available in top orInteradletesectiol. 10 80001810015200 #1123 16&#39; Max wldh. 14&939; Max helghL Glezing 12/312023 No Yes Yes +30,00F33.50 available In top or Intermediate sectiai, O � L w C G Q z z Q Cod- Version Manufacturer � Date Doe Data Pend lna Data Contact Enalnear&U,enss validated By Validated Sublithi FBCApproval Approved Status Revision 2020 PGT Industries Jens Rolowskl Mlenv-Datle COCO - CER Mlaml-Dade aCCO- VAL 11119r202O 10262020 11242020 Approved Category: Exterior Doors (941) 4a6-0100 (786) 315-2590 subCategory; Slicing Exterior Don Assemblies jroeoweld@pgtindushies.c Compliance Method: Cedficedon Mad w Listing gm F1.0014133 Products - -_ - OUNIW Assurance Approved for Use Approvetl for Use Imoad Desltn sap a Rptluel ModN- Number or Name Product Description Comsat Emlrarlori Da° In HVHZ Outside ri Reeds�pt Pressure 9 SGD-5570 {Large Missile Impact) Vim11 611d1n9 Glass Door 041142021 Yes Yes Yes MIA SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Page I d 1 Building Codes and Standards 1$12021 -- Product Approval Application Detail MANY or ORESERIESIMEMERMENERM fie_ I)otg Data Pending Dad. jy0e Version Manufacture Contact Bounce, & Llc s se Validated By Validated Submitted FBC Approval Approved Status Revision 2020 Comes Oivison of AADG, Inc. Tom Ranay UL LLC Troy Bishop, P E 12n0/2020 1211I 2020 12212020 Approved Category: Exterior Doors (541) 494-2813 (854) 947-0800 Subcategory: Exterior Door Components tom: raday@asseabloy:co Compliance Method: Certification Ill a Listing m rL#Ii537.a8 Products: _ A _ : - Quality Assaence. ed > Approved for Use Approved to Use _ - ion a Deal Impact iap4 Praduel Model. NUMer or Name Product Desgrlo8o n Contract Expiration Date in HVHZ .Outside HVHZ Resistant Pressure 1 607, 707. 727. 747. 75T 777, and a47 Single and Pairs of Flush, Glazed, and Louvered single and pairs of 12/312025 Yes Yes Yes NIA Doors hallow mate) doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 Ib/2021 Sreat Brady or P:ts M [WePmclna Rat Tyygi Version Manufacturer Contact Endneer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2020 MI Wndows and Dons Brent Sit6ngsr Amon— Aren tedural Slaren M. Urich, PE 11222020 1222020 112812020 Approved Category: Windows (717) 365-3300 Manufacturers Association (717,1317-8454 Subcategory: Flied bsidinger@miwd.can Compliance Method: Codification Mark a using l.fH534Y 1 Prpd Oudlw Assurace Appovedfa UBB Approved for Use Indeed Phase pducl Model, Number Name a° Sk product p Product sadoton Contract Exolratlon Date In HVHZ Outside HVHZ Resistanta gl�pt Phase- 1 185 PW 73 x 72 Insulated Glass 041032023 No Yes No a80/-80 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 pi1 iraml Code Emil or Date Data Data Penchi two Type Version Manufacturer contact Endneer&Up vN4kh1 dBy V 4dated Submitted PECAporoval AmmoryStatus ReNslan 2020 James Hardie Building Products, Inc. Chad Oiercks V. Andrew Tan John Southard, P.E. 011(152021 12n42020 01/062021 ding FDC Appn Category: Panel Wells (HOB) 545-5359 PE-81662 (352) 357-2526 Subcategory: Sling ehed.dliecksMamesherd Compliance Method: Evaluation Report from a e.mm Plaids Registered Architect or a. Licensed Florida Prdessio.l Engineer FL?Le19MORTI dude::: _ - ,' - .. , I -1 :Quality Assurance, Abbrowd fa Use ATaoy.d fa Use -limill Q@Me 2221 $oduct Model. Nuroa or Name Product Discrial Contact Expiration Date 1, HVHZ Outside HVHZ Resistant Pnswre 1 Cemplank Lap Siding fiber -cement lap siding 12/312023 Yes Yes WA NIA 2 HioniePlank Lap Siding. fiber -cement lap siding 12/312023 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 V612021 Cod. Er I�t r or Date Data Data Paul tote Type Verde. Ma ,dF,dumr Contact Endneer & Ll— Validated By Validated ed I dal Submitted fEC Approval Pnonved 8f;d+rs Pevidon 2020 L.V. Thompson, Inc. dba Thompson Architectural P P Ton Christman ache R. Prtesl Y Zachary Z f n S a✓e M. Urich PE 09n 72020 09n 62020 09222020 12/152020 Approved Metals Company TAMCO. P Y( ) 813 248345 ( ) 6 PE-74021 (777)317-8454 Category: Roofing tonyogometalrooiing.com Subcategory: Roofing Accessories that arc an Integral Pert of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Pion „' - , FLst6Hf&E . Y . .. -.: _ ,,. OuaavAssurance :, Apaowdfor Uss A ... .. Indfor Use ,- c 11all Deane 9eo A Product Model. Numbaor Namo Product Desaipti° n contract Exdratlon Date ID.t1lRlii Outride HVHZ 13ffilidaot J'lsaagfS 1 TAMCO Flat Top OIFRldge Vent with SOME for The 26 gat, static roblvendlator with belne 09N02026 Yes Yes N/A N/A 2 TAMCO Gooserri Vent 28 ga. OWOS2026 No Yes N/A +0%52.5 3 TAMKO Of -Ridge Rod Vam with &Me 26 ga. static roolverileta With Integrated baffle 09109ii Yes Yes N/A NIA 4 TAMCO Round Try Ot-Ridge VON with I for Tile 28 ga. static roof ventlata with bell 09/Nti Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1172021 code I. Jal$ gnu Data Pencil Date 7Qvsn 1NaDpfa➢iig[8[ contact Enameer&ucanse Validated By Validated FBC Aooroyal Applg7Bg Status — Revision 2D20 Global Prdedion Products LLC. Tim Robinson Well teA. Tillit Jr. P.E. JohsW.KnezePE 08/02020 ➢8108202010/0I2020 121152020 Approved Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Subcategory: Stain Panels .robinsonentcan lim@gpp Compliance Method: EYaluaticn Report from a Florida Registered Architect a a. Licensed Florida Professional Engineer FLs1507s.R6 Pmrfuds Quality A ,ranee Approved for Use Approved for Use Impactt Dratm sea # Product Model. Number or Name Product Oescrlptlon Contract Ext,lration D re In hill Outside HVHZ I;eaWmt Imo. 1 20 Gage Gal —iced Seel Sam Pamela/HVHZ Corrugated GeWanlzed Seel Storm Panels retained 1213112021 Yes Yes Yes NIA a not by tracks to proside hurricane, prdeetion, 2 24 Gage Galvanlzed Seel Storm Parel9/14HVH2 Cormgatetl Gaverill Sae] Stain Panels retained 12/312021 No Yee Yes N1A or net by tracks to awide humcane ordedion. di Pima Version ManLirat Curer Revisicn 2020 MI Windows and 0— Category; Windows Subcategory: Single Hung Compliance Method: Certification Mark a Listing Se p Product Model. Number or Name 2 185. SH Al N = cn M N -4l Florida Department of Business & Professional Regulation Page I d2 Florida Department of Business & Professional Regulation Page I of Florida Department of Business & Professional Regulation Page I Off Building Codes and Standards i,st2021 Building Codes and Standards Ib12021 Building Codes and Standards IF=l � 0 O L Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail a) Q O 6 C M � Entity or 201 � Data Pendmo Contact Enalrmer&U,,E, Validated By Submitted FBC Agpmval 2" Coda Entity a k� Dee Date Pend rid, able Carl Birth,or Date to Date Pendina -fig �5) }A /��) /t Validated Apgrgxad AW= lYEF. Version Manufacturer Contact Enolmer&U,orn Validated By Validated Submitted FBCAoom l Approved � T,ypg Version Manufacil Contact. Endneer&Licerr Validated IW ,ydld Submitted FBC A...A APnrovetl status V� U tt,/ .p..F � }F Brent Sitlinga Amedran Architectural Steven A4. Urich, PE 11n72020 1ili72020 365-3300 Manufacturers Assooladon 317.8454 112712020 Approved AMrmation 2020 PGTlndustries Jens Rosoweld Miami-Dack,I O-CER Miami -Dade BCCO-VAL 11105/2020 1Po52020 1 11/11=20 ApP roved th"Olon 2020 Ml Windowsrud Dogs grant:Stlin er American AroRedurel Staves M, Urich PE g 10/oV2020 10/06/2020 IN1912020 roved APP = _ ' (717) (717) bsirlingeromiwd,win egory: Windows {947) 486-0100 (I86) 315-25H0 Category. Windows (717) 3653300 Manufacturers Association (717) 31?-8454 Subcategory: Single Hung Irorowskl@pgtindustri—c Subcategory: Horizontal Slider bd8ingerQmhvd.tom -Dualliv Assurance pproved fa Use Approved for d Dear Compliance. Method: Cemfi°ahon Nark or Listing am Compliance Method: :Certification Mark a Listing. .... O ...., - 394s23Pioducte-. - 1 .., .,... _... _.. :'- ,,: ... � .; .. , :,. :'..: :_ _ ..:, � , ,.. FUNaf5f•R8 .. .... _ duds :, ,, , , .. . , .... ",.. .. . .._ . ,- ;': . ,. .. . „-;,,: �, , ...,.. -,_. ..::- �1� Prpppar Description Contract Expiration Date In Outs tie HVFIZ Resistant moo_ Pies re _L ,:::.. ,. -"-. 1... __ _: , ,�. O 2 52z72 Fin/Flen aFmrne lG/BG Single Hung 10/082023 No Yes 9 Laminated Glass No •SOF60 Quality Assurance Aooroved for Use Approved for UN liDgaCi lieslgD Quality Assurance Appeoxed fa Uss Aborgve!for Usa lmeagl g3alm � = � 7 Sea k Product Mudd. Number Or Name Product Description Carrtratl Expiration Oat. it, HVXZ Ontalde HVHZ Real Pressure Seo i Product Model. Numpw or Mama JProduct„Q¢ggjfgggg Contract Ezdratlon Date In HVHZ Outside HVHZ RealYellt Pj+ore[ytg O 1 Ua 2 SH5500 (Large Miser Impact) Vinyl Single Hung Wndoa- 071302025 Yes Yes Yes N/A 1 HS 188 Fin end Flange Frame 73.62 do.lated Gte. 0271B2024 No Yes No *58/-55 — .=+ L cn � 8- ii .= //c VJ a< Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1152021 Cod. Entlh or met. date Date Pending IN- r,-° Version Manufacture Contact Endneer&Ucensa Valldixi By VENOM etl IM it FBC Aoomvd Approved Status Affirmation 2020 PGT Industries Jens Rosowski Mieni-Dade SCCO -CER Mien -Dade Bri-VAL 11N52020 11/052020 11/112020 AppraJed Category: W ndoWs (941) 456-0100 (780) 315-2590 Subcategory: Fixed Jroswrsdopgtlndustdes& Compliance Method: Certification Mark a Listing `.L "-Products. f Qusilty Aswnnce Approved for Use Approved for Use IM21d DOSIM 2919 Proaucl Model. Number or Name Product Descrldlon Contract Emirarlon Date In H ltii Outside HVHZ Riastant Jpraswre 5 PW-5520 (Large Missile Impart) VIn11 Fixed Wndow 04/302025 Yes Yes Yes NIA Florida Department of Business & Professional Regulation page of Building Codes and Standards IB12021 Product Approval Application Detail code Entity or ate Jute not. Pend. Dal@ Type version Manufacturer Contact Endneer& Llcere;d, Validated Ber Validated Subirrifted FBC Approval Apprip and. R.Aalon 2020 Adsido Nick Thompson Lyndon F, Schmidt, P.E. Ryes J. King, P.E. 10262020 10126/2D20 11/022020 12/15=20 Appro/ad Category: Panel Wells (330) 922-2389 PE-43409 (813) 767-6555 Subcategory: Bonn. nmompsongalade.com Compliance Method: Evaluation Report from a Florida Registered Architect or. Licensed Florida f,�'t52TGR31AroA* Professional Engineer Bill _ RoAtcl Model. Nunba or Norms Product Description _ _ rauatM Assurance, 29nbxt Exdntton Dae Aborowd In _ for Us, Approved HVHZ Outside I Us, HVHZ - Impact gale Resistant Pressure 1 e. &qud;2T&goof; Soffit Vent w Solid Vinyl Soffit 12/312021 No Yes No N/A 2 b, &qud;Agiance T4&quot; Soffit Vent or Solid Vinyl Si 12/312021 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pil I eta 116rm21 Code "by'a Dote Deus Date Peidd, Data type Ver ion Manufacturer contact Enomear& U,conse Validated By Validated Submitted FBC Approval Ampir—d Bade ReNson 2020Florid.MafaRProducts Inc.Clerk JoesJames L 8uPE@ Sten M. Urich PE 09272020 092MO20 10104/2020 12/16=20 Aporoe category: Roc6ng (904) 783-8400 CBUCK Engineering (717) 317-0454 Subcategory: Roofing Accessories that are an clark@fernco.com PE-31242 Integral Pad ofthe Roofing System complaints Method: Evalusilm Report from a F1%do Registered Anthill a a Licensed Florida Professional Engineer _. Nitio tPFatnictsI- F�III I - Quality Aawnxrl Approved11 fa Us. Approved for Use Impact D. eslm Silo k Roducl NodN. Numbs Or Nartr. Product Description Oomror:l Enmlratlon Date In Hi Outside HVHZ JtsalJdagt PSlsOYM. 3 3 • FLAMC4 & ud;RV 10 Rid a VeM& ud; a g a Aluminum Rid Vents for pitched roofs fabricated 1213120Z4 ➢r P No Yes No NIA from 0,025' Aluminum Florida Department of Business &Professional Regulation Page l oil Building Codes and Standards 117FM21 Product Approval Application Detail Coda Enmv of 2dt tins Date Pandilb gate SIBt ietaigB MaDlglfterlL C➢DtAd Erin Inew&Dcenaa Validated By FBC Approval 3falt9ilttff ii�pmt9d Aep[glap $uips. Revision 2D20 Global Proredion Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezavich, PE OWS/2020 O8/082020 10/012020 12115/2a20. Approved Category: Shutters (954) 669.7545 PE-44167 (954)'772-6224 Subcategory: Storm Pan at. t- mbinsort@gppill Compliance Method: Evaluaion Report from a Florida Registered ArchBed or e Licensed Florida Professional Engineer f• ePrpdpcts i R - 9Be a Product Model- Numberor Name Product Description C Ity Aawrame, I Contract EmlrNlon Date pptmed for Use oorili for Use A A in Hi Outside Hi R.I.tam $fatude 1 20 Gage Galvanized Steel Storm P-EIsMVHZ Corrugated Gavanized Seel Starm Panels retained 12/312021 Yes Yes Yes N/A Or not by tracks to provide hurricane protection. 2 24 Gage Gelvenlzed Seel Storm PanelsMINH2 Corrugated Galvanized Steel Storm Panels rentaMad 12,/3.12021 No Yes Yes N/A or not bytracks to awide hurricane protection. Florida Department of Business & Professional Regulation Piga I ofI Building Codes and Standards V512021 Product Approval Application Detail Code Ili or anag ire Cana Pending Tired, Melvin . Manufacturer Contact Endneer&Llearree Validated Be VWI[Otm submitted FBC Approval Apirrol status Revision 2020 MI Windows end noero grant Still Luis R Lomas, PE Stevan M. Urich, PE 10/06/2020 1O/D62020 10/192020 12/152020 Appi Category: Windows (717)365.3300 PE-62514 (717)317-8454 Subcategory: Mullions tiatiinger@mhwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or is Licensed Florida Professional Engineer ,u,, ,,, sag:# Pro" Model. Number or Name Product. Description Quality Assurance Contract Exoration Date A,—,d for In HVHZ Use Apapya for Use - Ideal D,W- Outside HVHZ Resistant Pressure 2 6784 Verilcal Aluminum fill 12/312024 No Yale Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Page i pi+ Building Codes and Standards U812021 Product Approval Application Detail Code [ D�rg Data, Dote Date Pending Dille Zu Version . Manufacturer comaat Enolneer Aida a Validated By Validated Submitted FBC Approval Approved Z= Affirmation 2020 PGT Industries Jens Rosowskl Mlarl-Dade ECCO - OCR Mlam-Dade BCCO - VAL 111052020 11F352020 11111/2020 Approved Category: Wndows (041) 486-0100 (788) 3152590 Subcategory: Mullions Jrescwsid@pg[industneox Compliance Method: Certification Mork a Listing am -�44. F 3Pr $1 ls rrl Quality Assurance Approved III Us. Approved far Use 1 1 Dosi mppc Do .[ - sea # Product Model- Number or Nestle Product Description contract Expiration Date Ind Outside HVHZ Resist Prsswro 1 Mullions W All. Do— and Windows Aluminum Mullions 06262028 Yes Yes Yes NIA Page I d2 Florida Department of Business & Professional Regulation page I of 182021 Building Codes and Standards 1/6ra21 Product Approval Application Detail Cod. El Date Dffi9 Data Pending two TV" Version Manufacturer Canes Enalneer&Licanse VNidated By Validated Subn~ FBC Approval Approval status Revision 2020 GAF Michael Stich Robert Nisminen Jahn W. Knezevich, PE 09262020 00211i 10/022020 12MS12020 Approved Category:. Floating (800)706-3411 PE-59166 (954)772-5224 Bubcategory: Asphalt Shingles msll.hagNkom Compliance Method: Eveluatien Report from Is Florida Registered Alch orOr Licensed Florida Professional Engineer t Sep a Product Model. Number or NanN Product Descrldlon Quallly Assurance Compaq EmlrNlan Qate Aoaoxed fa Use. Approved for Use. Jp Oulslde. HVHZ Imam Desim $psl�ant Preseure, 1 GAFAsphat Roof Shingles Fiberglass reinforced 3-teb, laminated, 5-tab and 12/162022 No Yes N/A NIA hipmdge..when shingtes Florida Department of Business& Professional Regulation page I oft Building Codes and Standards 1II Product Approval Application Detail Cod. Entity or Datet ire Date Pendina Data LION Version Manufacturer Contact Enalrusi Llcanse VNldded av Validated Sp.DlDtd F13CApprovel Aapialttd ,E" Revision, 2020 Lomar. Kohl Jell James L. SWipulr P.E. ey Steven M. Urich PE 1232020 I1I=20 11129202U do FBC g MP Cara oofin Category! g 501 983.61G3 PE37342 C.. ) 117 717.8d54 ( ) SubcategoryRoofing Accessories that ae-:9n klelley@l—i—c.com Integral Pan ofma Roofing System Compliance Method: Evaluation Report from a Florida RegetereGArohltect:a a Llcerr,ead Florida ProfessonN Engineer FMlt7a11•RePrbppets • •. - ,V, ,. .. - -- 4aty Asrance ApaesedforUse Approxed for Use Imoaor D.. n Sea # Product Model.. Number or Name Product Deserloaon Contract exoliation Date In HV14Z Outside HVHZ aeslare press., 1 Dak-AItTM DA-4 orTRI-Built Deck -Air DA-4 Low Profile, Polypropylene Plats&, Rod Vent 12/102025 No Yes No +97,5-97.5 Mechanically Attached to Plywood Deck. Florida Department of Business & Professional Regulation Pagel all Building Codes and Standards rrf2021 Product Approval Application Detail Cock EmNv or Date Data Date Pending Data D(pa version alaglpagtilrs Eridn I gpDtaDf Bat` 8 L Canes VNltlated Bv sw A Yapp.ep Submitted -- -_.proval iBppLg3d9 Etatpa Revision 2020 All American Shutters and Glass o Mike Barbieri Frank L. Bennaro , P E h0 P.E.020 Tr BIi .E Troy P 102 10/151202D 11/052U20 12/i M 20 520 W wed APPr Category: Shutters (501) 712-s882 PE4046549 (954) 947 0860 Subcategory: Storm Pen" mtkab@allemericareh0c, Compliance Method' Evaluation Report from a I. — Florid. ReiglsteredAtch rob, a e Licensed Flonde professionalEngineer En neer irr]IN94e3 _ - Fr tRnducc . aRN Assurance .Aggro for Uwe roved for use ved ABP Impact es - Design STk Product Model. Numbs or Name Product Descrlogon Contract Explrffiipp Date In HVHZ Outside HVNZ Resistant Pressure I 24ga Galvanized Seel Sorm Pends 24g9 Gridr—n ed Steel Sam Panels 12131ri Yes Yes Yes N/A. C Entltv or ate Data Data pending ,ate Typ,a Version Manufacture Contact Endneer&License Validated By Validated Submitted FBCAooroval Approved Status Revision 2020 TAMKO Building Products LLC Kill Eden Robert Nleminen John W. Kn—,A.h, PE 10/042020 09292020 10n22020 12/152020 Appr—d Category:.R.dng (417)still PE-59186 (954)772-6224 Subcaegory: Undenayments kerri_ed.n@IamK9.4bm Compliance Method Elroluatlon Report from e Florida Registered Architect or a Licensed Florida iwf25 -. Professional Engineer - f 9Pa .3&riL_ raids - QualityAssurance, Aope irldfor Use Appeased for Use Irk ap_d De31g gag # Product Igydel. Nrermbpea Name Prddud Desalatlon Contract Exokatlon Date In NVHE Outside XVXZ Raslslam PLgs_ I TAM KO Roof Undedaymants(Hl Rper ondedayments for use to FBC HVHZ 101182021 Yes No N/A NIA juris3dions. 2 TAMKD Roof Unded. isents( NO N-HVHZ) Roof undadayments for use In FBC non-HVHZ 10/162021 No Yes WA N/A judidlctions. Florida Department of Business & Professional Regulation Page I pill Building Codes and Standards 117=1 Product Approval Application Detail Code Entity or Date Die- Dies to ndmas Dots. Type Version Manufadurer contact 0falnser& Ucenso Validated By Validated Submitted FBC Approval Atoproneed Status Revision 2020 octal Floating Anderson Robin IAPMO Uniom EvIuedo r Gary W. Welke 1 7A32020 11102202 1 t/ Approved Category: Roating (801) 38043681 Services LLC. (205) 854-0180 Subcategory:.Robi TO.. Rdaineddersonoboral,co. Compliance Method: Evaluffilo Report from a m Product E lu lion Entity Pi'NYa491R42Pybtarde '-; ,: ,, 1, ;. „ - "• ' -1: Quality Assurance Approved for Use Approved to, Use mod Impact 0 si Prpduel NodN. Number or Name Product Oascrloton Comroet Expiration Date I Outside HVHZ Resistant r e 16ad Saxony -:Shake, Slate, Country SIN., Split Old English Saxony Flat Pala-Demo::CO 12/31/2020 o Yes NIA Thatch &eonP ' Impact P 17 Saxony800 Sete, Shake Shake p M Flat PrgFlle- Sockton, CA 12rJ12020 No Yes MIA N/A 16 Saxony 600 Sete, Snake &amp;. SPIN Shake Flat Proile- Rialto, CA 12/31/2021) No Yes NIA N7A 19 Saxony 700 Shake, Slate strip; Split Shake Flat Profile-Stodrton: CA 12/312020 No Yes N/A N/A 20 Saxonyy 700- Shake, Sate &amp; SPIN She" Flat Proflle- Rialto, Cq i22120?0 No Yes N/A NIA Z7 T.Jas Espana / Barcelona High Profile - Kary,'fX 12/312020 No Yale N/A N/A 28 Vol. Low Proile - Katy, TX 12/312020 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product. Approval Application Detail page I of I IM2021 Conde, ill at,: 1 Itidtyor 2lit-- 20 Date: Pending 101000011 Dol iye 1 Ufa Man turd � Version Contact Endrrex&Uawea Validated By Validated SubmittedFBCAobrovat Approved Status Revlslo 0 AI Ina n 2 20 p Stuart Levels ICC EvNuNlon SeMce. LLC William M. Rental PE 101J72020 1=22020 11/052020 11r05=20 Approve d Category: Structural: Components (321) 710-3377 (407) 881-1617 SubCWAWry: Truss Plazas -oleou@alpinadw.ccm Compliance M.m.& E-ValONlon Report from a Product Enduration Entity F - - Q As r ce wan Approved for Use Approved for Use 1 model Dengan � Product Model. Ngmbet or Name Silo# a Rip Product Oraridlon Contract Emlreflpn Date C ID.kOPJi Outside HVHZ IiaaWaot Pr..wra 1 ITW BCG/Alpme Higher Strength (H &amp; S) Metal Connector Plate 121Ji2024 Yes Yes N!A NIA 2 ITW BCG/Aipme Hinge Plate Mete) Connector Plot, 12/312024 Yes Yes NIA N/A 3 ITW BCG/AIPme Trull Metal Connector Plate 12J312024 Yes Yes N/A N/A 4 ITIN BCG1AJpine Wave Meal Connector Pile 12/312024 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Page I pii Florida Department of Business & Professional Regulation P.O.1 of I Florida Department of Business & Professional Regulation Page i oft Florida Department of Business & Professional Regulation P.C. I of I Building Codes and Standards 1/712021 Building Codes and Standards +n12021 Building Codes and Standards 1/71202f Building Codes and Standards 117/2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Entity car Date. Dote Date Perdido DM- $grk Still)_or Da g. pate Date Padding Dare Coda Eri a 299 20 Date Pending Jgyg Code Entity or Data to Dde Pondlno pill- mm Version Manuhcturar Contact Enolnea&Uewse VNldeted Bir Vaudated Submitted FBCAuprinind Approved RAW MW Version mwuratunr Contact EnpinBer&License. Validated BY validated submitted FBC Approval Approved .$tatifd: L t Vesion Maufahra Cardad Erlomeer& License Validated Bir Validated ,SgbMbj{d FBC Approval Approved status mill Version Manufacturer ,tact Enalnear.&LWansa Validated Bv. Validated submitted FBC:AW,,al Aponved egg, Revision 2020 MITI Inc, Category: Structural :Component. Subcategory: Truss Plates Erin WaWen ICC Evaluation SeMce, LLC ICC Evaluation SeMce, (952).808.8635 LLC. .eraldenomll,00m (205)599-9800 IOID2/202D 091302020 1011'11i Approved Revision 2020 Weyerhaeuser Category: structural Components Subcategory: Engineered Lumber Rob Beldwm ICC ENuegon SeMce, LLC Ian Lehrer, P.E. (253) 924-647S (6081839-3288 Robot.aeidw.in@w.yerha 1032020 Applied For Revtson 2020 CAST-CRETE USA LLC Category: Structural Components Subcategory; Products introduced as a Result of Craig Perrino MiemFDade BCCO- CER Miam-Ueda BCCO- VAL (813) 621-41541 (786) 315-2590 cpartino@castaele.cwn I I2012020 1027IM20 11272020 Approved Ravisl 202D CAST,CRETE USA, LLC Category: Structural Compwents Subcategory: Products Introduced as a Resua of Craig Ford- Mlemh.Dede BCCO - CER MArmi-Dade BCCO - VAL 11202020 10272020 (613).621-4641 (786) 315.2590 ciP.me@cautcrete:com 1127/2020 Approved Compliance Method: Evaluation Report from a Comphence Method: EYaluatlon Report from a rona m New Technology Maw Technology Product E I shoo Entity ty Product Evaluation Entity y C llsnce, Method: Codification Mark a Listing o M mP 9 Compliance Method: Cereficabon Nior Listing P g Fu1f21s7•at wets - - kF7 sisti Prodces „ . 5&Rt3 'odude ., , ,,... , , , ,., . ;, , ..,.r„ , r , ., Fuf{SeRt3Prptfucte Quality Assurance &&lJa2dfa Uae Aoorowd for Use Impact Dime Quality Assurance Approved for Use Approved for Use nt(au ga,ft Quality Assurance Approved for Use Approved la Us s Impact Dtaton Quality Assurance Approved for Us, Approved for Use Imeatd Deal - Seal Product Model. Number or Nam Product Description Contract Expiration Date IILtfl M outside HVHZ Resalant Pressure Sao# Praclud Model. Number or Name Product Description Contract Explration Date mkt III Cursld. HVHZ R$151ant Jrr'erwn AMA Pr," Model. Number or Nara Product Deaaloaon Control Expiration Date In, HWZi Outside HVHZ Raija(am I?essua a,.# Product Model. Numbaa Name Product Deal Contract Emlrat]an Date In HWHZ Ourslde HVNZ Resistant pressure 1 Will 18:9a. superhigh strength tmss connect or plats. OB/302021 Yes Yes N/A NIA 1 M Menem LVL Laminated Veneer Lumber 03/312021 No Yes NIA NIA 1 High Strength Concrete Lintels 4, 6.8. end 12 Inch wide lintels 05212022 Yes Yes NIA N/A 1 High Strength Concrete Untels 4, 6, 6. and 121nch wide lintels 05212022 Yes Yes N/A NIA 2 MII 16 16 go. t ss on actor plate 06/302021 Yes Yes N/A N/A 2 Parallam PSL Pal Strand Lumber 03/312021 No Yes NIA NIA 3 MT18HS 18 go. high strength truss connector plate 06/302021 Yes Yes NIA NIA 3 TlmberSrsnd LSL Laminated Shand Lumber 03/312021 No Yes NIA NfA 4 MT20 20 ga, truss connector plot, 06/302021 Yes Yes NIA N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2021 No Yes NIA N/A 5 MT20HS 20 ga. high strength truss. conneda plat. OB/S02021 Yes Yes NIA N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Shand Board Rim Board 03/312021 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1172021 "a Entity or 29 gun Draft pending 2 di iyat Version Manufacturer contact Enolnea&Ucwse Validated By Validated Submitted FBC Aubrava. Approved $tAtps. Revision 2020 Commercial Concrete Productil lnc. Regan Gillis Samoan A Greenberg John Hoy 1211 62070 12/182020 12282020 ding FBC App , Category: structural Componeds (813) 659.3707 PE-34245 (352) 588-5311 Subcategory: Products Introduced as a Result or preca lti ator@yehoo.can New Technology Compliance Method: Evaluation Report from a Fronds Registered Architect ore Licensed Florida Professional Engineer FL'#f774-R8 Prdtluas Quality Assu , Approved for Use Approved for Use impact Dow - Se° k Product Mode. Number or IN Product Derscrldlon Contract Emintlon Date In FDW O Aside HVtIZ Resislarrit Preawrs 1 Quality Precast a Commercial Concrete Products Precast and Prestressed. Concrete Untels g5252024 No Y. N/A N/A.. Q Z Z W J 7/J r"I'll"I'lla 0 -*—1 U C/) If -4—i rW i (1) V > O L— CL M CL I/ I feelei U 2:% O (W)rel L U) (M)m LU a z z Q J a - SHEET NO. PA 1.1 N cn -� U i CL O Simpson Strong -Tie 2020 FBC Approved Products updated 12I3ono2o • • ®Simpson - Strong -Tie 2020 FBC .Products Updated 12/30/2020 P • • ®Simpson - Strong Tie 2020 FBC Products Updated 1213012020 ®Simpson •Strong-Tie. 2020 FBC Approved Products Updated 12/30/2020 W (�� Q O �� For direct links to all SST approvals listed below, CLICK HERE. - For direct links to all SST approvals Gated below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE. MMEMMMMMI For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. s For additional information regarding Florida's StatewideRoduct.Apprwal System end Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. m For additional information regarding Florida's Statewide Rodu et Approval System and Miami -Dade County Notice of Acceptance (NOA), CLICK HERE. r to end Miami- ode-C n Notice of Acce ten NOA CLICK HERE a For additional information regarding Florida's Statewide.Rodud Approval System D County p ce (NOA), U Cl) FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- V 9/16" and heights ranging from 4-5/16" to 11". Concealed flange .Cn Sea # Product Model. Number or Name Product Description Sea At Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Description version (HUSC) available for models having width equal to or 0 Q 1 Titen Stainless Steel Concrete &Masonry Screw (TTN-SS) 114" diameterTiten stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH BnckTies greater than 3-9/16". L 0 L O 2 APA21, APA4, APA6; APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 3 APB44, APB44R, APVB66, APB66R, AP888, APB86R, APB1010, APBI O10R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16". 0 U _ FL#8589-R6 APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers ICU O 4 APDJT2.4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LL126, LU28, LU210 Face -mount hangers `V 0 Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 LISP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers �♦ O L 1 SD10112DBS Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- � VJ CD- 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APV76 Outdoor Accents L and T Beam -to -Column Ties 8 HGT 2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 10-15116'. en O Q 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5,50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers (� 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1..5, HSS2-2-SDS3,. HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe. 18 MIU series hangers Face -mount hangers available In widths ranging from '1-9116' to 5- .0 V J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 119' and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT52, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ16KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614: SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to "M6" and heights ranging from 3-1/16" to 13-314". 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49. LST173 Straight Straps 2X and 4X models; only acute flange is concealed, 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20; LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF272e, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGAIO Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium GirderTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FL#10007-R8 19 KBS/Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FL#10667-RS 20 1_30; L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66; MSTC78 Straight Straps Sea # Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4863, MSTC66133 Pre -Bent Straps Sea # Product Modet. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skevrable Angles 24 MST126, MSTI36, MST148, MSTIOD, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MT830C Medium Twist Strap 118" and heights ranging from 7-1/8" to 30". 3 - - - - - BP318 2, BP1l2, BPil2 3, BPS/8 2, BP518 3, BP3/4, BP3/4 3, BPRTUD3-4 Bearing Plates 24 LSSJ28LZ, LSSJ2612Z, LSSJ28LZ:, LSra128RZ, LSSJ2IOLZ, LSSJ210RZ Field Adjustable Jack Hanger 2 6 CA2 l -12, NCA2x 2-1 NC .2x8-!6, N 10-1 N A2x12-16 N 2x 0 1 2, A CA2x $, C Bridging in g g 2 DGBF series hangers 9 To flange hangers available in widths. ranging from 3-5/6'to 7- p 9 9 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8-1/2, CNW3/4.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2,37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12, RCWB14 Wall Bracing 1/8" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88: CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPM, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SIPS, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 13/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48; RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8"and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2;5, SS3; SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 =ST9; ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1/2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42, T848, T854, T856, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widthsranging from 35/8" to 7- 11 URS4 112' Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TW814 Wall Bracing 1/4" and heights ranging from 11-1/4" to 32". 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJG37, TJC57 Truss Jack Clips 37 WB106, WB106C, W13126, W8126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 29'. 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/W and heights ranging from 11"to 32". FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30". Sea # Product Model. Number or Name Product Description Sea # Product Model, Number or Name .Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model. Number or Name Product Description 1 CBH2.37x5.5, 081123W7 63, CBH2.37z9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC10/4, HDC10/22 Hold -doom i AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQB, HHDQ11, HHCQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116" and heights 7/8" and heights ranging from 7-1/2" to 32". 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15/16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7,OO-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTH08RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12; Heavy Hip to Ridge Connectors SDS, HGUg.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-518" to 7- 9116" and heights ranging from IV'to 26". 8 MPAI32, MPAI44 Strap -style purGn anchor 6 HRC1.81, HRC22 Hip Ridge Connector WIT' and heights ranging from 5-5/18" to 12-78". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50SDS, HHGU5.62-SDS, HHGU7.00SDS, HHGU7.25-SDS, Face -mount hangers 3-9/16' and heights ranging from 5-3/8" to 13-1/8". 10 PAI18, PA123, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewaple U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDI ORJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer a HHU626-2, HHUS282, HHUS210-2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF)available for all models having width equal to or 11 THA29, THA213,THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/18". THAC422, THA426, THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-3/4" to 15.3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81/22, THAl2.06/22, THAI2.1/22, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for 1-Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-3/8" to 28". 13 THAC422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5-3/8" to 32". 15 THJM24-SDS3, THJM2-5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1.9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19-114". Concealed flange 5/8" and heights ranging from 9-1/8" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equalto or 19 JB series hangers Top flange hangers available in width of 1.9116" and heights 18 VTCR Valley Truss Clip greater than 2-9/16", ranging from 5-318" to 7-1/4". 10 HUCQI.81/9-SDS, HUCQ1 81111-SDS, HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16" and heights SDS, HUC0410-SDS, HUC0412-SDS, HUC05.25/9-SDS, HUC05.25/11-SDS, HUCQ610- ranging from 9-3116" to 13-1/8". SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 1WO12020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12f30/2020 r For direct links to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals listed below, CLICK HERE.. For direct links to all SST approvals fisted below, CLICK HERE. For direct links: to all SST approvals listed below, CLICK HERE. _C=Z. e h regarding IFor For additional information ga ding F Dods s Statewide Product Approval and Mieml Dade County Notice of Acceptance (NOA), CLICK HERE. .IN For additional information regarding FlondasStateande Product System end GbUnty Notice of Acceptance (NOA), CLICK HERE. additional information regarding Florida'sloridas Statewide Product rwal tam and Mlemi Dada Coup 9 9 F App Sys County a :.cc. Acceptance NO CLICK HERE. Notice A tan A ep (NOA), Sys For additional information regarding Florida'sFlorldes Stehwlde.Rotluct r a System and a Da County Approval e e Ml ml de n g g. APP CA), HERE. circeofAdee Acceptance QA N a ty P O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S/LBVI.56, SILBVI.81, S/LBV2.06, S/LBV2.37, SLBV2.56, S/LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-I/8". S/LBV3.56, SiLBV3.62, S/LBV4.06; SLBV4.12, S/LBV4.28, SILBV4,75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2.4SS, STB2-6SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights Sea # Product Model. Number or Name Product Description 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTT5 Holdowns steeland Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8", 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S/MST72 Straps 118 mil (10 ga) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSOSS) Titen HD Heavy Duty Screw Anchor for concrete and masonry CIO 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 310 7/8" and heights ranging from 9" to 33-1/2"- 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3,THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7!8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SDS4.5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titen HD Rod Coupler (THD37634RC, THD50934RC) Titen HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW34, THGW4.3, THGW4.4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HIDThreaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete - 26 PF, PFB, PFDB, PFDSB series hangers 1/8" and heights ranging from 9.1/4" to 24"- Top flange hangers available in width of 1-9/16" and heights 10 THD50234RH, TH010212RH) Wedge-AII (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FL#11473-R5 FL#13904-RS 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- Sea it Product Model. Number or Name Product Description Sea # Product Model. Number or Name. Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3,62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62-SDSG, CCTQM5.50-SDSG, CCCQM3.62-SDSG CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H16, H16S, H16-2, H16-25 Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16; HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4-62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETAL16, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-Kr, ECCLRQMD3.62G-KT; ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Butt 2 (STB2) Strong-Boft2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA46, ABA46R, ABA66, ABA66R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5:50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 'Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete Cn 2 ASU44, ASU44R, ABU46, ABU46R, ABU5-5, ABUS-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26.3, LGUM26-4, LGUM28-2, LGUM28-3, LGUM28.4; LGUM210-2, Masonry Beam Hangers 6 Titen HD (THD-H4SS, THD-H68S, THD-CSBSS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16, iv1ETA18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3,12/9,25, MBHA3.12/11.25, MBHA3.56/7 25, MBHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, AC6R, ACE6 Post Cap 11 MSTAM24, MSTAM36, MSTCM40, M3TCM60 Strap: Tie for Masonry MBHA3.56/11.88, MBHA3.56/14,. MBHA3.56/16, MBHA3.56/18, MSHA5.50F7.25, 7 Titen Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BC8, BCS2-2/4, BCS2-3/5 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5,60/9.25, MBHA8.50/11.25, MBHA5.50111 88;'MBHA5 50/14, MBHA5.50/16, }# 6 CB44, CB46, CB48, C866, CB68 Embedded Column Base MBHA5,50/18 O 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CSSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3.56/11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56116, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9.1/2" and FL#11496-R5 MBHU3.56/18, MBHU5.50/9.25, MSHU5.50111.25, MBHUS.50/11.88, MBHU5.50/14, W2 ranging from 3-5/8" to 7-1/2" MBHU5.50116, MBHU5.50l18 Sea # Product Model. Number or Name Product Description 9 CCQ-SDS2.5, ECCQ-SDS2.5 Series Screwed column caps with W1 ranging from 3-1/4" to 9-1/2" and Sea # Product Model. Number or Name Product Description 1 X3461016-5K, XIS1016, X181016-4K, XQ191016, X01 B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 /� v, W2 ranging from 3.5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CP766Z, CPT88Z Concealed Post Tie Base 2 HD12, HD10 Bolted Holdowns FL#13975-RG 2 XLQ114T1224. XLQ11461224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPS66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head V 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HT75-3/4 Tension Ties Sag # Product Model, Number or Name Product Description 3 XMQ114S1224, XM011461224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB65 Embedded Column Base 5 LTT19, LTT20B, LTT131 Light Tension Ties 1 SOW22300, SOW22338, $DW22438, SDW22458, SDW22500, SDW22600, SDW22638, SDW22634 Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 24 Strong X Self Tapping #5 O 14 15 LPC4Z, LPG6Z MPB44Z, MPB66Z, MPB88Z Light Post Cap Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw 4 X0114S1224, X01 1 4BI 224-2.5K X114SI224,.XQ1I2S1224, XQ11281224-2K #12 -Drive Metal -Drilling, Screws with Drill Point L� 16 PB44, PB44R, PB46, P886, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH1940OD6, SDWH19600DB, SDWH1980ODB, SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34SI016, XU34B1016-5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G SDWH27600G SDWH27800G, SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER -HEX HDG Screw 01 Drill Point /1 18 19 PBV6, PBV10 PC44-16, PC46-16; PC48.16; PC64-16, PC66-16, EPC44.16, EPC46-16, EPC48-16, Round Post Base Post Cap Sea # 1 Product Model. Number or Name SB5/8x24, S27/8x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300 SDWS16312, SDWS16400. SDWS19600, SDWS19712, Sf}WS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) CU 1.i.. EPC64-16, EPC66-16 2 SSTB16, 88TB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTB16L SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200 SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PCSRZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230ODB, SDWS224QODB, SDWS22500D6 SDWS2260ODB, SDWS2280ODB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) Cn }� 6 ` `J EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273QOSS, SDWS27400SS, SDWS275QOSS, SDWS27600SS, SDWS278OOSS Strong -Drive SDWSTIMBER SS Screw 2 FCB43.5, FCB46.5; FCB47.5, FCB49.5, FCB411,5 Bypass Framing Fbced•Clip Connector SOWS271000SS, SDWS27120OSS 3 FPHSD34S1016, FPHSD34B1Q16, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Self- O Sea # Product Model, Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34BI214, FPHSD34B1214-5K Drilling, Tapping Screws L FL#10866-R5 1 2 CMST12, CMST14, CMSTCI6, CS14, CS16, CS18, CS20, CS22 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MSTI36, Coiled Straps Straps 97 mil (12 ga) 11 STN22 Outdoor Accents Hex -Head Washer 4 5 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSCB 25, MSSC225, MSSC4.25, MSSC6.25, Steel Framing Connector Steel Stud Connectors Sea # Product Model. Number or Name Product Description MST148, MST160, MST172, SMST27, S/MST37, SIMST48 MSSC4 25KW, MSSC6,25KW 1 FJA; FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#115363-R3 6 RCKW3 RCKW5,5, RCKW7.5, RCKW3S, RCKW5 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21: MSTA24 Straps 43 mil (18 ga) 7 SC843.5, SCS45.5, SCB47.5, SCB49.5, SCB411.5, MSC645.5, MSCB47.5 Bypass Framing Slide -Clip Connector U) 3 GH46-6, GH46-8, GH48-6, GH48-8, GH410-6, GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62-5/97, SCS62-5/118, SCS82-51118 Bypass Framing Connector CIO 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 16, AS 18S5, AS I8S6 18 ga. Truss Plates 9 SCW3.25, SCW55 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GLB5C, GLB5D, GLB7A, GLB78, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors co 5 GLST512, GBLT612, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34Bi414, XLSH78B1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws w 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1016, X01B1O164K, XQiS1214, XQ161214-3.5K, XQ78Si224, XQ78B1224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 2 9 URFP Universal Retrofit Foundation Plate 12 S(81.56, S/B1.81, SB2.06 S/82.37, S/B2.56, S/S2.68, SIB3.12, S/B3.56, SB3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, X0114131 224-2.5K XQ112S1224, X0112B1224-2K; X34B1016-5K, Tapping Screws Q SB4.12, S/84.28 S184.75, S/85.50 XIS10161 X1 B1016-4K, X1S1214, X1 B1214-3 5K Z 13 S(BA2.1218, SBAZ12110, S/BA2.12/12, SIBA2.12/14,. S/BA4.18/8, S/BA4,18/10, Top Flange Joist Hangers. Soo # Product Model. Number or Name Product Description. SBA4.18r12, S/BA4.18/14 i ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 SHD8S, SHD8B, S1HD1OS, S/HD1OB, SHD15S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete 12 SHEET NO. n PA 1.2 I mm�I m® 111111 R 41