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HomeMy WebLinkAbout39881 Harmon Grove CtALL WORK SHALL. COMPLY h r-'Ve ;SING CODES FLQ¢�Iri^ R;�ILf, ii(7 ",, , y NATIONAL E:_Ln R!,- `�,� REVIEW D,ATP NATIONAL' `` x AND THE Off ;� `�`IILL S CITE CF _ ORDINANCEeF�l r PLAN EXAM1V r — 7_ T El El 1:1 �'E_11' El FE �t �i l III_ ill ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALTorALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot. Bottom BP or B.P. Bypass (door) BRIG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or TrayCeilingINSUL COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont. Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Flr. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. FooU Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu of or Insul. Insulation INT or Int. Interior KS or K.S.KNVaII Knee Sp KS or K.. Knee Space LAUN orLaundry LAV or Lev. Lavatory L LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Red. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF ReinforcingJ. REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights❑ SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW o S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR orVTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP Water Proofing) WS Water Softener WWF Welded Wire Fabric (Mesh) S31V! 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 PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN E= INI Ik4 F1 12-8-15 2.0 FRAME -WALK REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO ORIGINAL DESIGN 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/Engineerwithout advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 08-27-19 3.2 E N G . REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR T R EV E STA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-15-20 3.5 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 4.0 FBC 2020 CODE UPDATE 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. 1 551 0 N o C.); No pE7E7J0 .•* �cc r STAT •!4/Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W H a Q o E co � g � � ax N J LQLL 0 N c, aco ai ak LL 0)�N0 ,n a LL ain X m LL u- CL J Z � Lmv tr c��rn CO W = ILO co a 0 M Z W rN p Z p V v_j y W ❑�� 0 R z N z � mpoft Z n J N N :Z0w 0 " 4.1 cn f>3 w V � a O�u o L I (_y N U d w m �— E m 8 I z� z ¢ 04 s o M z W zM LL_=o o oz® a$ -1 wa W O o a oo ¢4 N L w¢$ w2 C 6Z Z2 OY A x< mO ZLL Z �� w sZ d o goo a o w yo 'c.0�' g�a o3 �O J O m (D c� O CN U Sri �' ^ > O O m 0 � � o o � L / T • T CD oo 00 cV L T `CV 10 Z f6 Z Ecc O (11 c a E U 0 :3 Q p 4) JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. C S OA � LO N A S3 TYP @ 1 STORY c? O 00 LO fn 0 PATIO 4'-0" OA � LO H.B. A S3 TYP @ 1 STORY OWNER'S -100 SUITE 1 8'-0" CLG. r I CARPET (3) 2x4 #2 SPF w/ DTT2Z 6,-3§ 0� 4--0. I G I C7 I I 17'-18" I to CAFE I I VAULT. CLG! CARPET l I 2:12 SLOPES I I I I o '� CEILING I I nboo I I I , to N I I I I I 81 I M 1 / / FAMILY RM / i 5 -88 VAULT CLG. CARPET I / W o / J � Z /' •- W / W co N a 5-SH 16" DEEP OPT, --REE. S3 TYP @ 1 STORY F.F O 25-SH all = BERGLASS 60"x36" 1A ,_. 8'-00 CL6. : SHOWER S'- ,' C LP - t€ T i-----+ +- - C CD I BEDROOM 3 00 -- N - 8'-0" CLG. 8'-2" I 8'-0" CARPET 2'-4" 4'-2" � � 2668 W.I.0. � c7 8'-0" CLG. I 4068 B.F. CARPET - - - - - - - - - - I - o VJ z W 166 z -� ----------- R&S R&S �( H AT 7'-4' 2x4 DT72Z SPF- FO E R w/ 6'-10a" w-R" \ 9'-6"ICLG. L N 18'- "C G. S3 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC Ir-�' . Nl� UI * xl�Ul 1 11 � 11 1 11 RY o_ AN b"CL = �wo - - rnto 5-SH DRYER VENT 16" DEEP THRU WALL A EDGE OF SLAB 2" BEYOND WALL 20'- CAR GARAGE 8'-0" CLG. 20'-7fl" N 11'-O8" U) St 0 BEDROOM 2 8'-0" CLG. IL CARPET 3'-7q" 0? 2668 m 4068 B.F. 911111111111111111111111 - R&S_ --- ------ R&S TILE 0 ENTRY 8'-0" CLG. . J 0 0 co TYP I I @ GARAGE I I I I OPENING I I I K I I I S4 LI - - - - - - - - - - - I H.B. I I I I I I 1 I I I I C ON A S3 TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 4x4 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 314" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 4 X 624 S.H. 16 20X72 184X71J S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 271/4X38J 26x374 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 4 X 714 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 classi 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GG SEE SN SHEET OH SEE SN SHEET JEW 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTALAREA 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 g 1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: 1/4"=1 #-Off (GARAGE / LIVING) 0 N ```,���IIIIiIIIIJJ l E.... fV P. �' N 750 a: UJ •j�J�� O is ION" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E o g 8 r- E st 1A 0 co,N o� � � J � LL w 9)V M NrNiLu v�''`a�[ 0- Q 0 JLLu- Wa w o _ ="a;; 2mg � 0°5 o C c O W Z = coLn C0 Z N OUvLLJvvi a LL so W DOO Z N z 1 93 z r; a � Cn r` V I N Cn z z CD -J �4-J 8 EL j� 1'�• rt3 w W U A 0 W s N c N U c llJ J � 8 _ c o w M Q a E wo �° w' z® Q z O E: V (6 F- CL O o a� 20 x� a gi 06 w¢ UO 0U X < wz N W . �w a? i ra c W. �0 ms o Zz N J • aw �z 2 F O z a0 W Qz L) �w J o °LL w � o O � zla ii ! o 3 O J co L 3 U Lid �> Q ' O O m C o E T 70 N Lo = N '^ N N r-' T 00 E N Ch Z M Z E O 6i M a v � a o 3 JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 1 IN ne.rrra WRIN n ■'71111P1111111101 1 ! 11 1 I 1 _ _ 1 1 ' 1 1 _- 1 KITCHEN ISLAND �o 9 O O CV �Lj O cn 0 OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 � O~ O� U- Q U- ZQ O > N M M M M 1 Lj Lj coHOOD o� O CV 0 c%) a a 0 a RANGE 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O N FIN. FLR. KITCHEN 9 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 ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL �— SHWR. o 0 VALVES w = 1 o CO SOAP � co 1100 o DISH U LO 1 o `O o _ 1 1 Co O _ 1 cM CY) 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY e 60 MIRROR - 17 - - �* \ -7 �~ r -- - + 'LEN I IL1j] O M L:j Sri S 0 Cl13 ) aiso co l 0 If afF CD TO CN 0 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED COUNTER TOP CABINETS - 30 H BASE 00 LL L a CO 0 2x } LO o0 FRAMING '— �— co co 1 /2" GYP M BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=V-0" III i O N CV FIN. FLR. CABINET BLOCKING I: BLOCKING AND MOUNTING DETAILS_ SCALE: 1/2"=l'-O" 1 N O N 1 No P r r S1P� 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 signatur(A e and seal. 0 � � aOCID � J LL Q ao Ow._ �) iq � r J3 � w ayr�iv a Y J LL LL(0) � 2 ' � 2 • o cy cp IY O � W��pjO1 a a a a Z N Z fYN LL O Z p V � � y W ❑ ❑ ❑ J — d � N e7 N z (1CL ) U 0 o_� N c U d LLI = L c N O) � W a�M g V- w � � i z �o O d0 a2 N � < p � w Z� `sw Zo a� W NW � J O O � L � U ' LO O � C m o � T v (0 p O7 2 NT— L D rn r = N o N ,— N M z Z E O JOB NO: 21-2033 SCALE : AS NOTED SHEET N0. 2 OWNER'S BATHROOM INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED COUNTER TOP CABINETS - 30 H BASE 00 LL L a CO 0 2x } LO o0 FRAMING '— �— co co 1 /2" GYP M BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=V-0" III i O N CV FIN. FLR. CABINET BLOCKING I: BLOCKING AND MOUNTING DETAILS_ SCALE: 1/2"=l'-O" 1 N O N 1 No P r r S1P� 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 signatur(A e and seal. 0 � � aOCID � J LL Q ao Ow._ �) iq � r J3 � w ayr�iv a Y J LL LL(0) � 2 ' � 2 • o cy cp IY O � W��pjO1 a a a a Z N Z fYN LL O Z p V � � y W ❑ ❑ ❑ J — d � N e7 N z (1CL ) U 0 o_� N c U d LLI = L c N O) � W a�M g V- w � � i z �o O d0 a2 N � < p � w Z� `sw Zo a� W NW � J O O � L � U ' LO O � C m o � T v (0 p O7 2 NT— L D rn r = N o N ,— N M z Z E O JOB NO: 21-2033 SCALE : AS NOTED SHEET N0. 2 nn merswr"rlflln' 1• 11.... FnFIWr g"IFl : YA" r 1 1 1 II 1 1 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------ 1" x 9" SMOOTH --- 2 -------------------------------- I t/BAND ❑ ❑ ■ ■ ■ ■ FA HEAD F711 El D FE11 D M D Lil I I 171 M 71::11:1 El El 1:10� -------- --- FE7 I FE 7 1II---11- F_ 7_1 E_�_l--- --- --- 12 5� T-0" 4' RIDGE VENT 12 �5 12 HEEL N F4 T.O.M. -----7 — -------HDRHGT. ----- -------- I 5 I I I TEXTURED a 1 CEMENTITIOUS FINISH b ON C.M.U. (TYP.) - ao I CO 2" x 4" SMOOTH TEXTURED SILL / BAND I -----------------------------------F.FL. FRONT ELEVATION — B1 SCALE: 1 /4"= V-0" 18' RIDGE VENT to w rn w PRE -ENGINEER TRUSS 12 5 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 COLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------- T.O.M. 3'-0" TEXTURED TEXTURED CEMENTITIOUS q CEMENTITIOUS eo FIN. ON C.M.U. 80 FINISH ON C.M.U. io (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED ------ SILL/BAND LEFT ELEVATION — B1 SCALE: 1/4"=1' 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 fleshings 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 GV is,� co LE Wks o C13:•• N0 FE78750 '•, .. r it AT ' 4•.` `j8/}0NPA\-;' %% 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 n E „ a oo M8 �roppvk t% N C' C J LL a NG in�� r- Qm"0 �,-, - w 'L a Y iE0 Z rM8 0� :E CN W��°'°' a' 0 Z N M Z LL IL a a' N 0 0V Z U� (n W v co eO Z N z � Z:C7 V J — tl � E3 N th N z � � o LL 4-1 f�3 w 12 U � 0 W s N C N w � 4t L ¢ 0 0 S w Cl) o Z � L` n E �0 ?® N fo a� L)p oZ2 Z~ O N i �p p �¢o aZ w 2 �_ .9 U ro0 gZ Z N J I y0 " F }Z 2. ar?'i 3 d H ZZ go a 'Z W U � w� �y O' MillCDwa I toCDi is °3 T .0.1. J (0/O/� C� L � CN U LO Q , O O m � o r � m o O LO LO �T T N N LO T T E 0000 M N 0 M Z 6i E O ca EL U � Q 0 � JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 3.1 .. ,. �., �... - ,. , _ i ..�, .,rp.,iaw•nrnnnn�r nml�erRr!!!1�lIlRR•i!I"pill _ 3 TAB SHINGLES. INSTALLED AS PEI SPECIFICATIONS T.O.M. HDR HGT. 0 co OP Zo _ F. FL. 12 5[,,-' 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6-0" - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) — N 12 �5 - T.O.M. —_—_--- HDRI 0 co °D i� ------------------------------ F.FL. REAR ELEVATION - B1 4' RIDGE VENT SCALE: 1/4rr=V-0" 1'-0" 01 TEXTURED CEMENTITIOUS TEXTURED 3'-0" FINISH ON C.M.U. CEMENTITIOUS (NP) FINISH ON C.M.U. (TYP. ) RIGHT ELEVATION - B1 rr_1 r 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 N co N 0 LEW K �p i� 0UJ 78 .. -tt'• S , ATE OF LCf: P ,,j 0 N Ai` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q E C� V Q N 0 W N it LL. W M Q mac' u_a Y J LL LL d W Z tm� M M C"I O J 01 82r, a Z ILW Ln N M Z 0¢ N O U�rco ZpV v M 12 N Z LaZ z o U) v J — d � N p Co xZ U' €N w Q A V 0-, 0 L. s N c Cas Y U' o N O) o c� M N w z z J aEE E ro — 'o �° uo wo _° Z O E CVo � ao ?E. o -z wZ ¢ � d L QO m0 cl zz Z � J i7tl f� 3 Q 8° U � o CD.o z &IF &o co � oa za223 o— O N _/ O m (0 t� L � 04 U LO O r1 I�L V 0 (j (fl 00 O ^C W r co Np vi Lo �_ = N T- 1O r = N T CD o00o N LO r ci M N M o Z Z E CD y a 0 � a o � JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 11, CAP CAP 2" 2" "NOTE: N 1 rr 1" RADIUS ih N FOAM TO BE USED ONLY WHEN h 31/2" RADIUS 1/2" RADIUS eb7 CO REQUIRED BY r N COMMUNITY _ 1'-M iv ao = SPECS. IF NOT, iv 3/4' RADIUS tO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" CQ BUILT W/ STUCCO. 1/2" RADIUS CNN 1" 4" VARIES �IN 1'-01, EDGE OF 1- OPENING VARIES o �1x VARIES M 12 VARIES 1' 1 iv irr 1 r_Orr 1 rr SIN r 1 1/2" RADIUS 4" 41" 2 4" � 2 1/2" RADIUS 34 rrr r Mrr N —� chco rniv :i'� iD _ VARIES 11 31" 11" 31" N cfl = ^r ^ N 3rr 2r 1rr 1 rr i r 1 r' BASE • BASE irr rr V-g" oily 1 n 1" 4 ax a • N N 1�° �p4{IIIf/ o "NOTE: VARIES 8 r 2 r �`` P NS FOAM TO BE USED `-p`7874 - • 50 3„ ONLY WHEN REQUIRED BY Ir40 k COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 ' 1" 1'4" j DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24" •� ,�.,,� �pP'rZ�` EDGE OF • , �.` .�J.,R••'�a�`�� OPENING 6 ��is'fl 1`0 Il, I AA�,���� 23 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, Q the structural plans and specifications contained within these pp r iV drawings comply with the 2020 Florida Building Code - 4 10" r Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing 101, 6" Engineer's signature and seal. ra 21" N W 4 aro Q g N 8 N J r � In M' a Y rn 0) — Q cti�"�� w� a w N c0 _ M u_ u: p_ o J M Z L Y p o x rn w i lrr CV co > >rnrn ma 61 W n n W�2r Q Go LO IX D �UCM ov¢ s� I W O0❑ m 1-1/2" THICK 31" 24" z 0 N N 2'-4" _ "I< , :- 51" 1 r 5" 51" I I 54rr 1 r�rr irr N z a N _ N � C7 0 N IN 01 �J o IL 0 o U o arr 1„ 12 VARIES VARIES O ,� g cv N c trr N l- ti NLLj > , 6 VARIES VARIES ®■ c v ' • ¢ 8 S� G Orr 8x 1" cfl 0 31 �1 �� = r' ° `z z a. 3 � 6" 4" KEYSTONE F11 a KEYSTONE F11 °D J �R v_ r-------- - Q N N 0 I � OPTIONAL OPTIONAL w E w z o a C g C a� Z® �ynl, E: v < = W O OO - `�V ^ �r— Ka o' io R6 in tr 2 44x R4 LT' o < o w Q pp 'r 4? >_ �d o m 0 G. I 4 L3" N woo x� o 4" GARAGE DR. OPENING 4" a 4" WINDOW OPENING 4" ro {� <W co 2x =1N N = Y Z - E • INSTALL OVER STONE, TYP. a� co �'� 2 =NOTE: VARIES J F z g • FIN. TO HAVE TRADITIONAL �' a z LOOK & SMOOTH FINISH U 3 o I • • • FOAM/ EPS MATERIAL IS ° z wi �r • • ACCEPTED o `w >_ co a F NOTE: z� 3 2'-1" 1r�rr c 0 • FIN. TO HAVE TRADITIONAL LOOK & . SMOOTH FINISH a a 4, 2 L J 1 irr 1 r Err i j 1 irr 0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-1 5�q" > ci V 3r_$rr 7" N O T 4" 3'_0" 4" (0 M c1 rr 101r 1 r Orr 10rr b N L O N `° ' v LO 00 N �° ._ > N Q Y N (D a 1 x r s 0 Cfl Z iv � 00 O (� 1n O r `.i N o t O Lid �_ = N r r T rCD LO N 00 -- r E co c N LO CD , op O I • cc N in Z M M r Z E d (a U J Q J 1 rr R%,r 1rr JOB NO: 21-2033 1 rr 12 SCALE : AS NOTED SHEET N0. _ GENERAL NOTES: ME • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) w • ACRYLIC SAND FINISH ��—lt•lt•�.W lY w!Y W W Y!' ML.11o4!!W ulrax IrIIIIIIIwaY�l gall ELECTRICAL SPECIFICATION 150A/2 LCINDOOR PANEL CENTER NOTES: #14 copper to lights & outlets NEMA 1 10 #12 copper to 20 amp ckts ELECTRICAL CONTRACTOR �A,P' MUST VERIFY WITH THE #10.2 copper to WH #10.3 copper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. i v /0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING TERMINATION PER #4 GROUNDING WIRE Y NEC 14, 250.94 WITH CODE APPROVED 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 Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I.._0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ; WO EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP PUSH BUTTON SWITCH (OPTIONAL) I0 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. VtKIrY Mt I t_K O THERMOSTAT LOCATION WITH BUILDER R9 ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT NANSOp V ask PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SCALE: NTS I I TI 1� I I 1VIgIN ELECTRICAL PLAN - ELEV-B1 SCALE: %4rr=1r-0rr CV CD CV ca CV CD 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 Engineers signature and seal. tlJ I- $ E $ 'pl oo B u do u. IY0I anio04iv k3 # ul a - IL0, JtJiILL aW Z L O0 m �•�N to d' O —j Co WA�pjO1 a Z 00 N M Z a IY N O Z pV v� vvi W ❑�❑ z N o d zE3 s J ri u'r V) - N c7 z to T Cn LL W a .0 0 y N �p O W p .V1 � C CIA/v�' _ « � V 1-- V% L.LI J t $ Q co �w C7 M a Z Z LL E E zo sg ou >� Z® 8 F nj � oa 0 O as oa Z CV t~-. az wo Wi • ra C - C .8 m8 o Z >z Z co J <� �Z N Q� o LL g° a mw W v 3 ire s� o Jz w �F >_ a is 0. 3 �0 > d' J 0 cc LL` W 0 U Ln •�'>/ � Q (D O CN '•+� CYj m L f^ W O ^C E T V T fa CVO ai Lo = N TA T N T ono 04 L. / T� E N M 0 cc E O a E L) ai Q o JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 TRB ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQIN 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN*" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) N O N <D 1-E WK0 /-I • i CO PE71375 .** No fir: ;cUj OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r ao E r` 8 � � Q LL co .5 ao °vii at W W N M rn r-- r,� -+ W a Mc u.CLY a J LL LL � a 7' 0Wp tY O OL0_ N _Fj rnW Q LL U' a NCl)) Z cr n O U_jyZO O0❑ c z Np co z Z 1O� Q v rz ,� N - N (� pWC �-J O V N W Q A W 0 0 w 11i c `'4 W 2 w 8 _® = Of C9 pp Y • Q O (V (T CO w M 1 i O Z J � E E ¢ 2� �O E: V w 10 0s a a 00 �a zKz O E N i oa ap <o ado ¢ < wW rr � d rp N c N O m� O gLL z d�J J b Q W i W N U r 0� � 0 Z ao K it o z w =I� k7 >g a CO z< ti �3 /O 0 0 L � CN U Ln •> CN Q > O 0 a m O ^C E T r `o CV Lo = N 1 O r = N T Q� a000 N r ai M L0 N M o Z z E 10 �; ig a E U _j Q p JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 5 • •� A �! I��RA1�U7! -1U! A "11 1 r!' ' 1. � �I 1' � I � c d s� T-8" a _ .. -ba 6'-0" 6'-0" 6'-0" T-10" 4'-2" 6�` 8 6,-0" 6'4" 0 A TYP @ 1 STORY 1HB+ S3 U.N.O. 1 0 4/— �\ � �— J •T T I I —` 14 JH . . . . E, 17'_21. 21_9" 2,-8"-1181.11 I I: • � N I r �t + I ; in it ■ T I I I I; L JI I I'L I ■ `�- N I i co HVAC CHASE �' I �� t + i� co BASED ON i LOCATION �/ ill 10'-10a" Cl) ■� I :. ' o I Imo' — — — CJ ::::::::. I- 1LO HU — CJ cw •• I -- - - - I- CJ CJ 2'-6"x2-6"x1'-O" co W/ (3) #5'S E.W. 1T-5a" I 36'-6$" I I TYP @ 1 • :: :::: :::: ; ; '. :: ::::::::::: :I' ; : ::::I : STORY U.N.O. ■ : _ _ 0'-0" ll � �lao T A = Cn ) of ::::::::J: I I ..... ........I.... r, — — — — — S3 LO Cl) G .......... .............. :I : , ■ ■` ■ I S3 I : ■ 3-1/2" MIN 3000 PSI CONU SLAB FO TOP OF CONC.I PAVER TO BE 4' 3'-8" 4'-4" I ■ : I HERNANDO COUNTY ONLY BELOW FIN, FLR. r — — 7,-1� I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4'-8" „ I PROVIDE Yi' x 9" 2 -6 x2-6 x1-0 N L iv I 1/2 MIL VISQUEEN VAPOR BARRIER I I W/ (3) #5'S E.W. RECESS FOR FRT. DOOR I 'a' "3 1!2" SLOPE S3 `r N 16'-11g1 81_68,1 i0 ---- — — — —j o U) L _ I II —I---- .......... --—_ — _ ■ ■ I CJ I III III I: /" � II D.W. III iv 1_-- _ 1 III III j �I I I I —_— _j I �W.H.� ■ q K CC I CC S3 STEPS AS REQUIRED I I I I �(- ��la I PROVIDE 1 y2' RECESS N I III Ilo I I I L JNI S3 I S3 I I o _ i0 q PER FIELD FOR SGD. REFER TO —_ 3 i MASON'S SLOPE FOR I I III 11Iz I T-41" T-11" �' x ui Cl) CONDITIONS I III NIA WIDTH � cn LO 4'-0" 25'-6" I L- =J� 20'-6' iv I I I LL— I — —� I ' EDGE OF SLAB 2" I BEYOND WALL (2) #5 VERTICAL BARS _" i•i N ih I KITCHEN ISLAND ' I LOW WALLS K S3 BUILDER TO PROVIDE J I I CHASE TO ' . I I ISLAND I ; : APPLIANCE PROTECTION S3 WHEN REQUIRED PER FBC ■:; — INDICATES FILLED CELL 3000 PSI — — — — w/ —1— CJ --f - CJ I CONC. GROUT FROM FT. TO BEAM I ^ ao S3 W/ (1) #5 REBAR VERT ABOVE SLAB iv TYP @ ALL PLACES SHOWN in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED '- W/ 25" EXT. ABOVE SLAB "GRADE 40 I I —�• ��• .—� - — - -�, — — �.� — � �. �-3 1!2 SLOPE . STEEL" 16PT_. v�li I OPT. D I: I ■ I 0'-0"z I I I I I L = J #5 20'-1 0�611 4'-716" I (2) VERTICAL BARS N ' N T-8" L 31_58" A TYP @ 1 STORY S3 U.N.O. I H.B.+I 2'-6" x 2'-6" x V-0" I W/ (3) #5'S E.W. 5'-2k 7-1e" 4'-10" 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 SIN FOR SOIL 81 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 —`?—A z U a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" •:� ;, ` ':= `—#5 CONTINUOUS . • �� ; . _• •. REINF. SEE FIND. FOR "• ' QUANTITY #5 X 25" X 25" CORNER = BAR ONE FOR EA. .. •. HORIZ. REBAR, TYP. •., .... .• U.N.O. —Alternate: ------------- The reinf. bars shall be • ►. • '- •. • '• •. '• •. • •. • '• • fJ cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 N co N O LE�Wk�',���i X, G E N S F' 0,,�i�: 0. PE78750 tso r •k : i �W. 9'• ST TE OF • lij: 0 ••. P• \�'�. IN To the best of the Engineers knowledge, information and belief, the structural plans and specifications oontained 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 CD F o f �pp pp rZ Q CV iV N O # LL 0 n '20 ac u. a 0 N�0 U_ a Y ai to- JLLLL a 0 �/ o 0: j — - f0 m WrjO' QaQ a 7' LO N M Z a' T O ILW U U _j U) Z o oo❑ (� R z N z z J N N z D LL C/) f6 w U � w $ N C Y N U m = L c Y Q �w z M z o LL. 21 E w, .- �0 a 0 V 'T '0 U 00 8 o N i a� °d S °�¢ .O•. • ro C 9 U m 0 H O oz Z Z C Cn J NO ¢ a }Z i o¢ Z a0 W Q� �o MilliCD o CO � W ~ oc za 01 O- c�3 � p J > 0 � rn m '^ 0 (� L � CN U U') ^ �'/ > O O O m O �C^' i �. T M C) v) 1 O r-' T c_ 2 (V 00000 N LO T E 4 M N Z M E p mcc w cc a o U � Q a JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 6 RSH GINEERED PER ASCE 7-16 ROOF DESIGN ALLOWABLE MPONENTS ENCLADDING W NDFPRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT:5 5 ftND WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e I 2n I 2r 3 3e 3r a HIP -35.94 49.57 1 1 49.57 49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 1 -78.58 -- --- ---- - ---- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD f ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a r; ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: Q I Q E SHINGLE: %6" EXP. 1 (2716) or 1Y32" EXP. 1 (33�16) TILE: t Y32" EXP. 1 (2/16) NOTE: I j + 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS �t 1 r r{ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED '[c WITH ASTM F1667 RSRS-03 10d (2'/s" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (2) M In A U U U In Q \0 t- Q 11 ; 1! � gCJ5 I Q Q O 00 ¢ CO Q mod/' Q N Q Q Q r Q M Q �/ Q r Q M Q 0 LO M M W W co M N m In m Ib m U I" 1 SIM GE1 _ FG1 18 D1 EJ7 I �2) 2xl2 #2 SYP WD. BM. w/ LITCH PLATE. BOTT. OF BI SIMPSON HU410 w/ (18) TITEN EJ7 1 1/4" x 2 3/4" & (10) 1 Od NAILS EJ7 I EJ7 EJ7 EJ7 CJ5 CJ3 CJ 1 i �j EJ7 EJ7 EJ7 EJ7 co X (2)' X EJ7V L I' I EJ7VA II I c EJ7VA O Q X (2) EJ7VA 0 CJ5V CJ3V CJ1V EJ7V EJ7V EJ7V I EJ7V "1 I EJ7V II"I EJ7V r M ILO U U U (2) A TYP A z(2) 01h TYP. BM TO CO. CORNER ►/16" OSB A. @ 6'-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 1 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-1 Od 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) 1 Od x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT RIL 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 W/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 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 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ K (14) 1/4" x 2 l/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F W/ (3) 16D INKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 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 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: Y4"=1'-0" 0 N Co 0 ,,`,e��rrrrrr►r����� k-E Wk0�,,. to C0� •'�GENS 1 •P1 •0 pc r fl• * v •w• OF 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 Engineers signature and seal. � F Q n 00 o E J N N 0 C C 5 U-) oo 'S �p J lL at LL a M I r M"T LL w Y Q cioLL h a 0 O r o r—yNco O F W O L4 Z N MZ a xto0 Z W ❑ ❑ ❑ Cq M z N M z � z o � J a 13 V O 1 ' C_/ W N .0 o a O� (n W g C N �N CD n LL J _ m z� L e' U o dN ¢ Y • M M z a 0 w z `zo - o' >� _ ® 140 �E c6 V M— a o 5z oa cWi p O z O a4 o ao Ez ¢z ttW 8? to x m7 C) z _x c U3 cu N8 ¢w > �ZZ s $01w Z ao W LL o to a o3 2 C:) > d' rn m (0 c� i � 0 o N > U L0 . a) N _ Q U o O (0 C m o Q% E N Lo = N r — = N �— N LO r r E LO 00000 0) M o z E (D a L) ¢ o JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. 7 _ ,n r. „r��!r�csrzer•n�r.re. rp� nniarr'nr.rrr,,. m•nn T. � 11. GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . O Safe vertical load Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY, LOTTS IMA norm: :Nwwmm 8F441B/1T8F40113/1T 8RF400B/1T 81`321B/1T FORM 3 GROUT SOUD cf ` CV Q O .= W U O /5 BAR CONT. 8F12-1 B/1 T O W" LINTEL DETAIL SCALE = N.T.S. min 1�0�1 al Soso TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F16- B/1T o ,h Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c� prfi eca lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 300o 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. #SREBAR MIN. AT TOP (1) REO'D LEAR ALTERNATE POWERS STEEL LINTEL a ° A ° G .M.U. #5 REBAR AT TOP ° a GROUT MIN. (1) REO'D ° 4 1-1/2" CLEAR D a ° ° G e n 0 Q L• ° Q C.M.U. ° 5REBAR AT to =comrj • BOTTOM OF I- kn Z W \ - 4 Or o LINTELCAVITY o V ri ` `� `� O -BOTTOM o ¢ ci z REINFORCING It ¢ k7 1 cr 7-5/8"ACTUAL PROVIDED IN LINTEL Z LL o w r^> D D < . - CJ i 5 REBAR AT BOTTC cr ��. �° AS INDICATED ' NOMINAL WIDTH (VARIES) co a. ° 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 noting 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 planidetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibuos 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 O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=V-0" 0 N CO %111111//11 LEWkO o .�' P i co� Q psJ�� •'�* t4o N • N ♦ 1 s yy A! ♦ ifs •• 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. r` W 00 F o E Mr o M8 ��pro�osr FA 0 0 NNO� LL a Y Q yr> V J LL LL d 0 Z LN°' o �. NrD LLOJ rD d 0 7" to N M Z 0)0 p V U J y Z ❑f�❑ W C9 Z c�Nc� Z dS Z o v J d � N M N Z � o i--1 (6 w c .O g C w - E z~ I • C Q - o w M M Z J LL E E o o � 2 O cc F- ro w z V, U oa 2 0 Z c O ro 1 ~ Z x Z W Z CV It a? i o �Qo mo (n C _ C OY w� r Z, Oz Z (n QI J a 0 < W z d $ w� 3 ao -1w W U i1 w �o CDo t�0 cl zla a 03. 1� J O CO 0 L 03 0 N U "' ^ > O O V m � C o E .d- r cc o Lo 1 /1 T _� N o 0y LO r E c Ice) N Z Z E O E M a V � Q p JOB NO: 21-2033 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 I N N AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA�) WILL 0 LONGER ER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =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-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2- 1 Y" Y4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O, WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED TR CT RAL S U U SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 includinngg all risers and spray heads shall not be installed wwi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soiltreatment. 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 verti I chemical barrier must be installed after construction Is complete, including (ceandscaping 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +(- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. IE cv 0 N co t-EWK6 -fj �i 000 00 V; P g75U M Z v r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. 91 a 0 o O N. LL 0 c: a.Jl La- # W Y Q LL C_ a W Z J 1c: 0 19 7'�NCO Q: 0.W! � ¢ Z CLin oo M Z Q a M O Z N o� �3y W ❑�❑ v M (O m z N z � z Fz v J CI- � N z �N o �V � w s �L'o in w m E t 8 I z e U o Q Y o w zLL_'a J z c� C E �- nory o I Z® ° tca 'i wz K OU VO on Oz Z E O C N IT a Qz O Wz ¢ ro U)C v a o8 ox m o F z z J rm <w �z do. go W U LL ao a �w �- cz yLL r� o (O a 0 L �♦ � N U "/ r� d > ° 0 I1 0 C m 0O r E r T M CDLo 3:N r O 00 00 LO E LO c CN M Z M Z E C7 c c a E U � y ¢ p � JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. S N 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 nels or 2 x — Pa 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2x — + 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 —i 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-011 < CD - STU&OUT FOR O 1'-011 o o i1) GAS METER 0 0 0 CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. V-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. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 1✓ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. "" """" `"'­ ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges it FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 BAR >I HOOK 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH 1 # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max � 4 max. Clinch nails when possible Tight fit — �_ �1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End 1 BC15000s 11-7/8"'' _ 14" 9-1/2" 6000SO 11-7/8" rClB6500sPP 14" 16" -Intermediate_ 2-8d 2-8d 2-8d . _ - 3-8d 1 2-8d 5-8d 2-8d 2-8d 2-8d 5-8d 2-8d 6-8d -- BC160sP 11-7/8"' 2-8d 3-8d 14"- 2-8d 5-8d 16" 2-8d 6-8d 11-7/81' �3-16d', BCI90s® 14" 5-16d 16" j 6-16d 3-16d 5-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 611 A 1Yz" ROUND HOLE MAY 6" 6 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 8 T--0" 1'-1" 1'2' 1' 2" V-3" 1'-3" 1'-7' V-11" 2 2-g' 32' 3 T" - ---- Arry 16' joist --- 12 T-0" 1'-1" 1'2' 1' 2" 1-3" T-9" 2'-4' 2'-11" 3' T' 4'2' 4'2' 6-4' Spars Qt)_ 16 -- -- -- -- 1'4Y' 1' i" 1'2' V--2" V-7" 2'-6' 3'-7' 3'-10" 4'2' S' T' 6-4' T 2' 2ii 1'-0" 1'-1" 1'2' 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5-11" 6-11" 7'-11" 8'-11.. ---- - — — -- -- -- - -- 24 T- ' 1'4' T2' 1-W 2-5" 3' T" 4-9' 5'-10" T '' 8'-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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSC w/(22)- NAILS 1 5/8"9 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 AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger Filler block. � Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap i I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _ requirements -0.6 X Joist p r o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ • ' •' SEE PLAN FOR—"°• • . • • • FOUNDATION INFO ` a ' °' STEM FOUNDATION F— GRADE REINF. SEE PLAN NU 1,1nN�c 4 rvtl 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 12" BELOW GRADE I�I�11R. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPEIF PENETPLUMBING LINE RATION q ° d o d \A 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 °a o a d ° n SEE FND. PLN. SIZE & REINF. 0 N o `�`�,�11111lllJJJ `E WKOj� S . i � . ` (J IV50 '• * r CO *• of Lux o�,���• n P��0 IN'— `, i1lOi i'. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W LO E O $ N 6 cO V a Q 7�0 to #. LL W LoQ M fn-1r;� a LL u, a -.6 si ! a YY jLLu aNL�5 0o I% jN;p m O _J a T" LO CLoO NZ LL N < 0 a O U U _J to W ❑ ❑ ❑ z W z 8 z `4 Q (n to z0 8 U�- � 0 LU N c to � I U � � • Q - N W 4111111 O w z M o Z® o I— ro wos xo a��rU�o� oa ,o D O N wo aprcwmZ�g 1 Z ryZ �Fr C: J _°Z N Q oEF a rn w W y��y O z W 2 wo a O tD 40 W za f �3 >� J m m 0 IL � ' U > O 0 r1 0 0 (0 C co co � ... E N d. r co o Lo 2 04 r L0 r ° r = N 04 LO r W Ili M N o Z Z N E m co o- E v a3 U � ¢ p c JOB NO : 21-2033 SCALE : AS NOTED SHEET NO. SN 1 W ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T P') VARIES INSU V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS —\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 2� FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 �' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER I, • . SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM = I . p 4 D7158-CLASS G or H, or ASTMI 61�1 D3161-CLASS F, IN ' • ACCORDANCE w/ TABLE I I I I r R905.2.6.1, FLORIDA BUILDING I 11 1 1 I F l CODE 7TH EDITION (2020) 1 _I I I 1 RESIDENTIAL 819 ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S.-1 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CD TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C M ► o0 6 MIL VAPOR s Z BARRIER C �► 1 D • r COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O.O 4■ V-8- (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS Kj - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r z�— /8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O,C, w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ 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 U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 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.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR 2 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 ° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH d ° a° a d d d a s a e ° ELEV. -0-312Z 3 1/2" MIN. �31/2" MIN. , A. 2x4 CONTo d "(min.)- 4" I y/ e 1/2"(min-4"CD 1/2 la d d d d N 00 P • GARAGE DEPTH VARIES ° ° e a e 31/2"m 4 d d CONT — • — _ 4" 114" 8'1, GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" O S�GJRE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,� M�N\3o 5 LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0- (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "" "" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. 5/8x6JBOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK LIFTE 24" O.C. VERT. OR WSEE WALL GG/S3) * 8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB Wl 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] 5 all 1�1111 TYPICAL BEARING WALL @ STEP rc C 1 S3 oo 2x BLOCKING HORIZONTALLY@ NOTE: INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 2 �7 10'4" (R302.11) ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR SPACE ANCHOR 3500#, MIN. TENSION 2600#) .. WWF OR FIBERMESH TYP. P I�Mvjmgsl WE FINISH GRADE — MONO • - III =PIRWI —►. �l FOOTING • • • ' "III` __ �11=11z'le 11`-1.1 I,1 111 FOR CLARITYIl • • • II— ill1 �Ihll� 'fir •rt—ar r■ r■, .�■c—rr— r., ■ F=�11'— �tl�llll . -— 11 111111 � � III II II 11 II��L�II LAPS II II 1111111.11 NOTE: g ° °D III=1 1=1 1=1 1=1 1=1 1- clt III=1 I=III=1 I I= — COMP. SOIL. (COMPACTED TO *FOR BEARING WALL —i' r- — W/ UPLIFT ONLY __ 95% MODIFIED PROCTOR ASTM I I I=1 =1 I=1 I=1 I =1 I =1 I =1 I =1 1=1 1=1 1=1 11=1 11=1 11=I 11=1 i D1557) - -i I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I I —III —I 11=1 11=1 11=1 11=1 11—'' 4" r 1'-4" —�=III_-III--;111 111 111 111 ; 111=III .=III— FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" A. GRADE 00 • Emm _ (1) #5 REBAR w/ OPT. I I I I I I I I I CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS fV ' co •' I 00 4" . T LL,y• 1 I •—� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 13 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) o 8" 11 A-1 O„ 10° #6 REINFORCING BAR #5 STD. 90 HO X #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) rWWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) I 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. M x CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN � (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � a j w SEE PLAN FOR STRUCTURAL J w COLUMN SIZE AND BASE o LU CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 :1`1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `I SIZE AND REINFORCEMENT) WWF OR FIBERMESH a BRICK PAVERS or PER 0" FIN COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 iv E SEE A/S3/J/S6 —` I 8„ l FOR REINF. INFO. i I OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M co GRAD — =h 1 a ° ;III —III ° °.—III III —III —I' z W o I —II I—i —I 11=1 1=1 I—i I w 0 0 �' _ I I III I• • o• 11=III=III z tL U — ° I I-1 ta I a I la I I-1 I I =1 I I-1 I I== w =III III -III -III -III -III I=III=III- ` FOOTING � � E1111=11 l 1 l l � l l l l, i t -I I I -I I I BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL tl N SCALE: N.T.S. S3 . 0 N ca 0 50- No7 •�� STATE OF 10T44iiki- 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 Q aE�p O N J V O y 6C 7 W cNp J LL 7! 11 W 0 toC112 v) -T LL W 1 a�3Z t�ai F OW 7'W N (O ���0' m O J W Z 00 N Cl)Z yIL 0 Z OU V - W ��� Z N z � z � � J a N - N z � 4 -: U, � a U 0 N W c c� U d z� U � Q Y s CD�w M o , ty E wo 2o >� ?® O ca U i wLL ? ao XU Q� oa U0 o0 z C o NaO �H wg z oEz w ro _ �o Ox U m� oz Z z J t m QW Z V�_ tlI 'a_' O Z O a U 3 <a TL O wa moo0 O a x O _l (0 c� i � o N N .> � Q U o O L�L ^ m O nc1 Cq L O N T o00 04 'r ^ L / r E E LC) CN M y o z FL U w Q p JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 ZE t2 S -o i 0 J N I m LO 0 9 0 N I i p i 3 Q 0 i a E E 0 2 01 J 0 0 0 �I S i a 0 0 J 0 co N 0 0 N N N 0 0 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 D4� MIN. EXTENSION FROM TONEAILS SPACED DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM EXTE S ON RO EXT RIOR HEADER FLUSH TO OUTSIDE OPTION N I F M E WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER �71- F�.STTUD W/ (3) Od NAI S 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 GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 I • • • on 0 1.1'Mill ��L. ME l �. I�II— NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. l�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X9 1/2* PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE - lL _ > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. 4 a a e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 -Ct 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 VVVI\ 11\11V 1\ W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. 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 (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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 dQ 4 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 WATE:,.o RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 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 FIELD r 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTF LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. 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 NAILS TOTAL) EA. SIDE OF kSPLICE 48., SPLICE STAGGERED jL-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 'NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 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. CJ+4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT `OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE F 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE C 5/8"xl0" "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 10d NAILS @ 6" O.C. / STAGGERED A GGE D STA RE 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 s • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD o SP8 FOR 2x8 WALL) 0SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM o d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 0 N co N o �E W. O,o �. rt: •r:� F78754 ti .,. . Z v 7& M To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained wfthin 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. 14 Co Cn E n `R 8 _ m 0 c V O Lo 0 7�; 20 N ;! LL W W �, 7 - a Q r y j 7. YYn LL a W 5 Z 0o rm°f CS 0 W a 09 cj d a a Z to 04cli Z 'y 0 LQ_=)5 O oo❑ W 0 z � z Q $ In(D z .9 C2 �4 fQ in �� O g N m 11 L v 0 —Q • c Q Y � M W o � icy, E g E z o r �o E: U z R. V oa U0 8 Z o E N� as ao &$ wZ ro C - C do § $8 =8 mM 0 zLL z Q7 a w `sz dJ 3 U aw ova � I - g az "I° W �� CD m �w <i zl°d 0 03 C) J La 0 Q0 c� W 0 ' U LO > O s U' (O C m o T T co fV Lo 'a =00 N Ln r • N r 00 CV 'd^7 w / T 60) E C'7 0 Z Z = O E N d a.0 E • • � ,7 w Q p JOB NO : 21-2033 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4 X2 3/4 TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 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°t 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)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w! (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END '� BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALLBOARD 1�� GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS �17 w/ 1Od NAILS @ 6" O.C. Cf THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) MAX. 9' BACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX. 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, RI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1O/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)1 Od & (2)1 Od 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 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS 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 2x4'7" 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 HEREDQ FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" E FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. O.C.. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 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" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. 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 •- X-BRACING, AND TOP 41 "' SEE STRUCTURAL CHORD BLOCKING N Go 00 NOTES AND NAILING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS -WOOD TRUSSES 2"x4"CROSS BRACE APPR -2x4 RAT RUN BRACING 1 1 2 " R DGEO ASTENEED AT AT 24" O.C. ON TOP OF TV EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS Q 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W! (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS -2x4 BLOCKING @ 24" ( D - 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL �� �� ) (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & I 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUALIN 1 A- 1 A\AI\1ATI/1\1 rODAPC AC CtJntAlki Cno i_D1 V% 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L' BRA SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) SECTIONK 16d PER SIDE 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 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"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION yr IncwOI L—MV11111nIIVIll %-, •. -'• ­ `-' -.i 2x4'T'ONTOP OFPANEL- EXT. WALL CONN. NON - LOAD BEARING LOCATION p 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1063" @ 4" O!C (2)12d TOENAILS SECTION g _ SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE WS5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 TOENAIL (2)16d NA 12" SH SCHEDULE TTTACHMENT SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 `CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w `.BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (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" O'011- 3'-011 T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) —GUN 1. tit_AKIN(i GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C3 n CORNERJACK Y a w z 0 U , HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. e � PAP o � ��aioie n NIIIIIIIIII NOTE: /-TOP 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0 tV cfl `�`ttttttl/��� N N%% LE Wk0 N S 'S�� , •�A,� ��G UC� pfzr13r5 0 t3o ` r � r OF .. -o '• Si RT 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. E q 4 O N N� J ro V Y 6 R J" 0 2 Loo a cn' n rZ' W - a y cn v a �[ W U_ n. W J 0 Z r me � R ru1 W � cc NCO m O J N M z X N O Z O U U W W ❑00 Ur r' z 2 z� z Q _ C4 N C7 N z CCC O �rUj U U 0 LL1 N t/1 w L Y IN w Z M �g 03 J E w w° Zo Z® 4 O cc00 i.XU iiWx Q oa 7U 1 z N �S a� 0Wz m� ro y Nm o O LL <W z cry Z Z W U a o N� �'~' 3 o V- 1 z1% 'I= U O O �V 0 L � 0 0 N LO �> ' O O s 0 (O m 0 �i T T c0 p �± Lo = N r T N 04 T T 00 Lo E C) c Z z z E E O 1L E U 0 Q pCO € JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. S5 u I1 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL DOOR JAMB (REFER DOORJAMB(REFER —1x4 1/2" DRYWALL DOOR JAMB (REFER14"2X8 4 1/2" DRYWALL TO PRODUCT TO PRODUCTTO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONAPPROVAL &1X4411/2"DRYWALL FOR CONN. 1x41X4 3-1/4" LONG X 3/16"0FURRING 1x4 P.T.3116"0 X 3" LONG FURRING 3/16" FURRING TAPCON. INTO TAPCONS STAGGERED @ 1611 TAPCONS O.C. @BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ M.1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C, 3A6" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T, w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING W,),PTA-zm=r..'D TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAI L 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 7116" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 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 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2'-0" — SECTION A -A 8" BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT, BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK I 2 x 8 VERT. W/ (2)1Old NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBi (TYR) STD. 90' HOOK (1 ±5" NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 000, 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: =:= SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: H) REMAIN FREE OF MORTAR. STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. J�H WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" o e _ GRADE ° M Z r N lip (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2N BOT. PLATE W/ (2)1Od @ 6" O.C. #5 REPAR P, (n ) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED `STD. 90" HOOK 2x BAND JOIST W/ FACE NAIL 1 Od (TYP.) ` @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB — � METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS ' +211 NOTCMVEB @ FIRST COURSE ` ` INTO BAND JOIST & (4)1/4"x2 3/4" BLOCK fHE S TITEN INTO K.O. FILLED CELL INSTALLATION K'H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN nrl'C \1� A Ml ^IA/ BRG WALL TYPE PER PLAN 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ALUM DRIP EDGE 2x SUB FASCIA t— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE SF01STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR SOFFITS 1'4" & GREATER REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'4" TO 4'-0" O.H. k (2)10d NAILS @ 8" O.C. O�ERygN TO TRUSS TOP CHORD + (FNCry PLYWOOD SHEATHING + + + + BLOCKING AS + REQUIRED TO SUPPORT JSS + SOFFIT + 2X4 SYP I ImI e EACH TRUSS /� CONNECTOR SEE LINTEL—' I/ III SCHED. PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CW1z1:T Ili awn SIMPSON HTT4 wl (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" FILL 1st4 COURSES SOLID W/GROUT a a FOR OVERHANGS BETWEEN OVER 1 1/2" " CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN d 4 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR READ. 1111111111011111$I NISH ° #5 BAR p ` ° CENTERED W/ g ►.;' ° • . .' IN TOP o • KNOCKOUT / N —I ; ° CHAIR BLOCK MONO FOOTING _ � D1.6 SIZE AND REINF. PER PLAN � ° AND SECTION DETAILS CLEAN FILL :► °. ° ! DIRT a z °• T STANDARD c� 9(T N #5 BAR IN HOOK FILLED CELL •�� T; , Ls— STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS D STEMWALL SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. W N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O N CD 0 1.EWkOG ��� P ``�.,. �c�� Pr79750 .'* !!0 �a:= :w= F :tu` � s � :7 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. 0 W E co H r Q �_j N N � � J 0 27 0`3 N it LL W Lo ,� 0 a �M0� LL a Y cl N �n mL- a W 5 a J %O Z L N OF W W A P" < ¢ W a Z 04 Z It - O N Z pV v�cvn W z � z � � N N z v � o W � � U 0 Cp W ��y N N � 3 ' W ~- — E t S 0 C � m �Q ¢ N 0" s �w Z M zo� o os E fcc fz Ro Oo w Z O E O N � °< dp °�z o °d. x, W ¢�z WC o Z2z oy w 0 m° % Zr� � J a �z D 3 CL om LL 50 a ww W o w �o Mjw z�¢ a �3 E� J 0 a0 0 L � CN U Ln 0 V .2 C7 C0 E r V _ N N Lo 2 N r = N N r 0000 E M o cc z O in E y c r a E p; U 0 JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. SS _ � '�. _�._ _. � _ _ _" - 41 _—. '7u•I"- npp I.f'R �Ic � graR'1�!7n i .Ir„ 1: I 1 1 CROSS BRACING DETAIL (TYP.)r1 SCALE: NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) 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. Dg 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 M TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. -� ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS �3€3 SEE RHEOOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, N TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES,t�rr{s_Y�r�z�,> 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE Fil 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION, VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL ►NF( (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS 6 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR 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 B SC EDU E/PLANM 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 SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �� SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3)1Old PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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. SIMPSON LUS26 w/ (8)10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: NTS LOW ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. �- PLYWOOD j FLOORING Z1.0,- LOW ROOF TRUSS W! (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 1\,j DETAILS &SECTIONS cv C ```j%%111111111�,' N %%LE W/{0o P p� Q . �' �.. P %si�� t!o CC= - •IIt;r� 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 Engineers signature and seal. ti AE 8 �J a 1.% (a o O' F % 0 m 'gG aLL a �Mv U- Y a N J LL LL a b 0 ° .i 0,0 W 7 '� N CO Q' OJ J a m¢ W Z ILW co a N M Z N O U Z O0MN ooa Z N � Z Z � v J — to — N z (D lru • W a U N ■` - O—� W 8 Ln c Y YZ s L.I.J J t c $ � Q w a a � E ZO tZ' YN 0R ?® N ry wo ? ¢ =O ❑a U K O W O-- E ` a�� JZns v0) mp� mo z FF ¢zZ OLL Z W O U uo a NW � k LL N Z � = ti }lo O � w °z�a a 0 3 dC) .' J m B (D c� L � ' U ul � N .-. ' O V �, C m o oo r co o = N T^ �Lo CN 1 oho M o Z W z E O N) cc o JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. D1 I --- � rw� '„�� 'EI 'rLLyVI a eeVVe" i >Ir • • r � I I I I 1 I I _ � _ THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK i • 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure t 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 S DO NO' BOTTO n euni SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 77H EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list oPmrstructions 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 comer may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 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 M WEATHER VE BARRIER & 1ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISTIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 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 WP02) SELF -ADHERED FLASHING `� k 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK E AM SELF-ADHER Q T-4" PER PLAN V-0" PER PLAN SHOWER SEAT J a � a W SELF -ADHERED FLASHING OUTSIDE CORNER m z_ v ' WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING 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/a"-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 PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other suBFLooR a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied horizontal) :5 la- : a.Cc Lu UJ PLASTER STOP I- Cn (=rj W CONTINUOUS BACKER U ROD & SEALANT _ W FQ- Cc W W �° A U) PP PP 9 P PP y, i 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 20 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" READ ESIVEASSHOWN)LEASE PAPER TO SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY TTO BOTTOM FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ar, shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground7 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 autters. :LF-ADHERED FLASHING ITCH IHERED FLASHING 2 I4 5 1 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH rl I WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 1I I ( 3-1/2" INCH FLANGE 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 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH ^ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS � II TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all CV CD CV co 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 Floride Building Code - Residenfial 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 nI- o cE gs j� �0/ (a 0 N J p' - J - aO 9 * LL W I a coNo 12 LL a a JLLLL a. : m f O CO LL OJ J ZN L Cc a M Z y O Z q�q O U U N W ❑ ❑ ❑ a) (D Z N f7 Z Z � J a c U) to - N M Z ■ � o +-+ O-� W $ N LnYZ C N •-. 1— 00 w � t x I c `S 0 Q Y 0 N see �W M o � Z¢ U E _® 0 E H _ w Q = o �ao � S O Z p E N az a 0 az a?o c'n � g� mo -owZ rn a)y J a ° aw �z n 3 8 Z �w W -3 .0 � N �- _ ow w �0 MR,: a cD za 03 0 J O 4' 2 0 L � U Ln "' 4) CNI > O V c 0 (� m C co N L (') = N Ln - = '' CV Ln r- r LN 00 E CV)o W Z E O E ui n� v � a JOB NO: 21-2033 SCALE : AS NOTED SHEET NO. W P Y IPT 1 1 t 1'11 1 l r IRT I'll C FK,I)oRlR/CANE Mounting Bracklets (10 Gaugei 41/2•x41t2'x2-12' See Anchor Schedule 1 /2h Dia A325 (T7p.) 1 washert / SeI locking Nuts Back Cross Support (May be cut to W) Right Brad uilt(16Gauge) �1 is k 14 Self [killing $CflWS A/C Unit Bottom Edge Murrkarte Strap (Typical: 31n front) Front Cross Support (Map be cut to W) Left Bracket (16 Gauge) 014 Self-Oriling Screws rhru Brackets & Back Cross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Sra¢akM. malilafu , 1XIaQfaIltOs 4ee paunnar snallo eats 1iatllatua r An A- (� aatali5r Sadie V" aiy1111[ rice air &�) Florida DaparUnort OF Business & Professional Regulation Pap 1 al Budding Codes and Standards 1521121 Product Approval Application D41tar .ir4ra cob or ) ) ) glE! Type V r�r mi foAurr cashed Brneralleenre Validdmy VaIVV Wiled submitted MIC MarsW r/, D eln Ammgtrcn 2020 Smart vet Products, Inc. Ili w omram H4smss F. nursing, PE. LOete Saw" P E. 12 S12020 12141WN 12rAW2O rppeaed category: structural Compmetf iffrn 4414MB P6Y3718 (334i300-1800 SrbCppalc Prodiim Idnhdaced lie asset of nalesarm Lcom New reehnekgy Carptwpe Metheat Emhr-h- Rai ad tan e Ronda Raglfered AreMeet or. Licensed rlo dot LumnaLonam Fkaefalmal Engtiear SKI !9.W.2mpg anstamumm LlaluaE7mmlleagrt Anoroved lhHVKZ to Use Acorewdfer outside Ur WAR um Rigalrl guilt E� 1 SmertVera Made1 n340510 d V-a&afai Vre UM Function cad 12f31/2020 Ym Yes NA .100F/00 2 8madvmt Model 1"540711 Out FeMiko FloodDIM VOMaeoa Vie- 12131&= Yes Yes NA .100-co 3 Smertvad Modal a15404 IMNIalee Flood Vent 12fN2020 Yes Yes NA +100-00 4 soartvaht Modal an 54"21 I..I"dpbodvm1 12R112020 Yes Yes NA '100.100 5 Sngltvare Model 01540-524 r0&qua: Garage Does Flood Vsl IV31 rim Yea Yea NA WA 6 S rtVed Model#1540.570 Wood VM miss led Road Mend 12131/2020 Yen Yes NA .10" 1p0 7 SmartVet Model n 540-574 14."clu, ; Garage Door Flied VaM IW312020 You Yes NA WA Florida Department of Business & Professional Reguration Budding Codes and Standards Product Approval Application Deal Palatal e47d121 i� iOLK 21r 21U gating all Ty;-. Yr-lon aleredadusr C F,aeseer+Uerw "loses 01 Welland &a..tmd FDIC smM rl ReMstm 2020 Drexel Alalals. roe. Jssart Shuman,Iaanry R near LaCke Bonds P E Od1M020 Oa)Oar2020 Oar20/M70 tOn20 32D Appged Categon: sideaip i,5020 1511 P&14021 (334)3MISM &bCasginr. MeW Raging icnumlaQbsm-I.Ean Canpill- Meshed EwNelion Repot tan Is RWM Regrerad Arhhted or. LMe d nond- Praesswus Enginee, �a Product Desertions sw groved for use AnonmdfarVr Iwo okdm Inlf"a 9LOWLM atigilift Phaimtn 1 Dnael Meer Roofing ayrrns CYC 100015, DMC 15088, DMC ITS& O&C 200E, 12131r2025 Yea No NA .UF180 DMC 5V Florida DepannaK of Business & Professional Reglition Fop I or1 Bulking Codes and Standards 1nm921 Product Approval Application Detail his go gale 1 OLBNIN 9 gore LM )[ersi90 Laraitisluillit gm{elt EOMortlllos vrrmm s mmk=d Lommo ElKBIRMA Amamno are R.W.kn 2020 Themes -TN Caparison SIM Jesparson Lyndon 30n-ua. P1 Rye JAing, P. E. a7232021 07AV2020 07/2WOM 1pn3m20 ApPOAd Cat.gar Earle, Deco (800),607626 PE-43406 (813) 767-556 S bCalagdy: Srng:ng Extern Door As-efef slaspNseaQm«muru.eo Co"16 - alliance: EVsioNion Raped tan a m Florida Registered Arattea a a Lim and Rasa amEwAsnifto Rdegvtal Engineer s141t 991utAmmmu !room Lg1f D Accrov-d fat Use Aaproffijor In hw 4mmgtmm IN$ Iwo R200K amm tea! 1 There-hu RbarM&noon-Slat a.vC)e-aic Nanna166e3g;66g,ylmparttgw. opt- 12/31202f No Yea Y. WA Composite Edge Feerri as Seq. Door (Inswee,0atewalg: X Cglfigaefml 2 b. mam+a-Tru Rbr-Cla olk and Sti,oahsr N-h* 6110119s 6quati-aw++lral, One - 12ntrm21 No Yea Yes wA Cwnphets Edge Fbrglen Singleoor D.0 Sidafn(f) (Mlwnglo utsMrqXO. OX oat OXO con&gurssars) 3 e. Thn m 7m FDer-0e.-k and 9rio "W Norm -I B6f39a 6qurttmp-a6ggt. Opegue 12131rMI No Y- Tn WA ar Cp= Edge Fiberglass Dante Door nM w Wtcut ttle0es fnewnglaa-.s g XX a OXXO conngursam,) 4 d. Therms-Tru RoerClassk and 3-0,90, Neninal 8&W9;0&qudimpeabgnas. Dosq,a 12131fMI No Yes Yes WA Composite Edge Fiberglass Hope Dow an-goolit . i ng: X o-Ilps-eon 5 s.There-Tru Fib-rCnpc lid 9anooa+-Sh. Namnvilas ;08qualt peosqut. Opaque 120311=1 No Yes Y. WA Composite Edge Ftierglasa Saps Dow will, SldeNe(s)OnwngKlutaW.g XO OXcr OXO chnflg.reams) 8 f Thrm►Try Fibrtnseit and Nomba168r39;0 &qu-tImossiig,w. Open. 12/312021 No Yes Yin, WA Compote rags Fbergle., DwbN Dow wM or Wtcw Sdeen(hawingsoUnno gXX or OXXO caelgur-ems) 7 g.Th-Tru ft-Oe-sic lid Smoon.Ar Num". S►MA 6quctinped4quot. Geed 12f31f=?i No Y.. Yes WA Canpsiee Edge Fiberglass Sns, gi, Do (In-rdngoult- eXcofualln- 8 h. Ther.Tu RCr{I-Hk"9nme+$u N-hai 6hs39;6&quo lirpaC6auct. Geed 12r3I rmI No Ine Yes WA Composite Edge Fbrrglaea engY D,sa nth BMetle(s)pnvrrngroutsWng Xo oXc,OXO cenfigunasonp 9 i. Thaena-Try FbalC e.ee and 9ne011,9w Norms' "'136:6 &qulilnnp-aigis<. Gamic 12312021 No Yee Yes WA Composite Edge Fberemi, Doudse Dog 1vM a ,, thwt 3440ea (bswinglOYnewg XX a O)O(O configunaePn) Aggrieved tor Use &Brlmad ft, &I Iwo Dimon Bat Pffiaaarmtl9lfan S o.t= goulkim ammim ab 12 I. Th-amrT,u Fin-Clwc lid Srvouta-9r Nomne18W6U 6qucklmpediqua. Geed 12f3l=l No Yes Yes, WA Composts Edge Fbwglag Do utle Dew r,& us without Worsts (nswin@00aswag XX or OXXO configurade-) Florida Department of Business, & Professional Regulation BuildirgCodea and Standards Product Approval Application Detail Par I A+ I &QuIr1 9roca era art EK.AME d air lYn! !gym !f Sdalffi OaMmil9rroa )a-k YAsOM um2 IiMftaGAr� latmla! ,iE ReMakn 2020 PGTIns&,awb. 1--e Roso✓eN Miandod. acco-CER her -side BCCO-WLL 11AYA31 1926rA20 1VJ4202D .sppra+d Ceteper. eaario Doors (Mt) 488-0100 ( 786) 3+s-2580 SnbC.angsy: Sachs E ll Door Assents - Aa.seaelapgdndnsme.e droned -Method: Cervices- Malt or UWQ Q AMro"for Use Approval for U, MOM amm ,'loadBa toter tai_:_r w eve.. In KykZ amid 9rnen g SGDIA70 (Law M"Ir lmpacil VsM Sidng.Giese Door 04N42M1 Yes Yet Yes WA February 1 e rug , PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the infiormation 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 Cate orylSubcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/e33.5 12/31/2023 D. METAL LOUVERED DRS Curies Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60e0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underia ment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/3112024 MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 Florida Departrnend of Business & Professional Regulation Pere1 f� Building Codes and Standards WrA21 Product Approval Applloatlon Detail "ft FJtl1Y.Or gms girt gsitP9hti0¢ gets I= Yslan Yet Mt�tu[ A, {7yrM.d contact Eadivear r�e! at r yAudw zwol t fHsi �umd Aa®nd �Ilt RM.lon 2020 Tnemm-Tru Corphrri- Steve Ja.Perehn Lyndon F. SchMM, P.E Ryan J. IDng- P.E. 074AW20 It"2ro" 07r2A2020 10tl32020 Approved C'.e : E.WW Dods (9001843.7628 PE-43409. (613) 767-6555 Subcategory: BMglrg Etdrbr ones, A-aam a ls. .108pram@01a0Y1N.c0 C-nalLarem NWod: CNuaeai Report iron a m Florida RtolstdedArchtect or a Licensed Flmda fuglumaLegam Profe"Imal Eno- 11119.9 ef9aia MoOeL M"W cr Name Quality Rotlarct MwlW- Aidatrance Aorrowdfor Uea AGgrgwd In NYHZ Ousn for an M NVNZ loppen gapes Protein 1 a. Themn-Tru Rber-Ctecgc an79mao0r9ter Nominal 6UN:86qua;11hroedBgJot Opaque 12010021 Yes Yes Yea WA Composite Edge Flbwglan Slagle Door (heMng)dnswiig; X c nigrradon) 2 b.Themm-Tru Rber-Clesuo.nd&nodh-Star Namind 8$#`39;8 &qua;tipaa6qurk Opaque 120112021 Yes Yee Yes WA Composite Edge Flbw.yass Single Door with Odalte(s) (InsMng101toWng; XO. OXa OXO txalWailons) 3 c. Therm-Tru Fber-ami is and Sai..&Star Normal 6&MA &qua;6npna6qud; Opaque 121s1R021 Yon Yes Yes WA Compo&n Edge fiberglass Double Door*0 a Without Setltae tlnsisnViOutseing; XX a OXXD caiflpuntlon.) 4 d. Themm.Tru Rber-0-le and Smooth -Star Nominal 88439;0 dqua;ttpaadqud; Opaque 12131=1 Yes Yes Yes WA .Cmpmlte Edge Flbrglaah Slade Door inam,groutslrtng: X cmroura6m) 5 e. Themes-Tru Aber -Classic and &nodlrStar Nmnntl adagio V a,'".1;11rrysaaquol; Opaque 120IM21 Yes Yes Yes WA Cornposhe Edge Fiber&" single Door with Rdrte(.) tlnewlrg101Yreing; XO. OX or OXO coiflaunalonal 8 [Theme-Tru Fiber -gawk and 9r)aW)-&ar Nominal 46a79A 6qua;lmpaaAnTuct Opaque 12012021 Yes Yes Yes WA Cmeodsa Edge Rbwglasl Doubt Door Yeth a so.0 Melt. (1-Mn9aAgMng; XX or OXXO ecMgJrrion 1 7 9.Thsmla-7ru Rbsr-gpdc and 9moolR3481' Nominal 66a39;8 aqua;11tpaa6quot OMM 12r31R021 Yes Yes Yes WA Composite Edge Fiberglass Slagle Door (InsWn9s.01ewng: X cmfgur-tiro) 6 h. Therma-Tru RberClesvc and Seno06n-Slat NO"AW G"Xi8 kliod rpa6Wot Gleted 1203112021 Yes Yea Yes WA Cmlpoete Edge Fiberglass Simple Doorwith 3dNtats) (tewlrg,OasWrg: XO. OX a OXO amlguretiam) 9 I. Tlwma-Tru Fill lassic and Sissooll, r Nominal 69&139:8 S.qud;tip.d&qud: Glazed t2/312021 Yes Yes Ym WA Composite Edge Rtiviiises Double Dour with a wthdrt Sid ltas (Ins mntrosA tlng: XX a OXXO _1gurations) 10 J, Them aJru F6a-Classic and Smooth -Star Nominal 8s038p &qud;Mpsd&q)ot Olaaed 12012021 Yes Yea Yes WA Composite Edge Flbdgla. 3.01. Door (hsaingloutwwlrg; X contestation) 11 X.Thera-Tru F#WrCJaxic slid Srnrogl-Star Nmi ad 88RJ90 &Wa:tlpaabqua: Glazed 12(312021 Yes Yes Yes N/A Canpoate Edge FlbwgMas Single Door with 9ddtsts) firmwlnyoaaWrq: X0. OXa OXO con)Ieurialma) 12 I. Therm -Tru nIcarZI sic and 9ao.0,61ar Normal 8611139O "ot;►Ipad&quct Glazed 12/312021 Yes Yes Yes WA Conpoi to Edgs Flberghss Double Door WM a wtlicut 9ds11tea (I.M.W00insirng; XX or OXXO conOa.mot s) 13 m. Thera -Tar Fiber -Classic and Smec6n. 9tr Neminal BMWs Sgid;a)peddqudt Opaque 122V2021 Yes Yes Y. WA CgrywW a ft. Fod,91ass Slagle Daawth &gid;N-ImpnaBqupt Sld.M.Isl (nge ne/Outiar rw XO. OX a OM configurations) 14 n. Thera Tn Roer-Classic antl Bmeoal-&fir Nmintl 68aK18;8&qua;atpsd1qud: Opaque 12012021 Yen Yes Yes WA Composite Edge Fr..&. Doubb Door wit 8goa:NOninpeot&qiat Side tes 0nswinglOutsWng: ONO cmfougtlan) 15 oThe-7. Rber-Cimnlcenl arrtd)t-81er Nominal 86a30;0 &gloUhpaa&Wa; Opaque 1WI2021 Yp Yea Yee WA Composite Edge Rbrgla. Slngl. Darwfh &qua hionimped&glet adeltai (I sainvotio wiig XO, OX a OXO configurations) is p. Them,.-Tru sib-Clesik and anadhOW Norma 98IMI) &wd:arpaaagrr# Opaque 12J3112021 Yea Yes Yes WA Composite Edge Rbargless Double Door with &qua;t4wn-Impad&quot SidNlaaa ttnswing/Outwrin0: OxXO nonfigu.B.) 17 q.Themnso-Tnu Rber-CI.We and Smooth -Star Nmana 6110139A&Wa:NmIrpod6qua; Opaque 12ai=21 Yes Yes No WA Composite Edge Flbebsa rgSlade Dar (InrelnelOwswinp; X cmrgura0on) 1& r.Th-Tru FEer-Crassicand San-th-Ier NaNnd 6Bta39;6&grd;Ndt-Impset&qua; Opaque 12312021 Yes Yee No WA Carrposite Edge Rhrenss Slagle Door W th acwts(s) (mansi ppu truing: XO. OX a OXO cc'unatimsl 18 s. Theme-Tru Furor -Casale end Smooth -Sher Norma 60111M 8&ggaCNarFlmpaa&qua; Opaque 12312021 Yes Yee No WA C Tpodta Edge Fitu rglnsa Double D- ailh or wthdut Sldettes pnsWnWOuWng: )CXa OXXO cmflgurations) 20 tTherms-Tru Fiber{7assk and Simmodi lar Nmsntl allude a3 Wct;Na.lmipgct&gua; Opaque 121312021 Yes Yes No WA Canpini t. Edge Fiberglass Single Door (Inswingramwli g; X _19-bon) 21 u. Thera. Tru Fiber -Classic and SnodhAMr Namdnal 6802190&qud:Non-lrpact&qua; Opaque i2ni2021 Yes Yes No WA Cmpslte Edge Fiberglas. Singe Doowth Sldeltst.) ilmuWngOnesWnp; XO. OX a OXO =11111 ustiona) 22 v. Themme-Tru F1W4CI&We and Smooth -Su Nominal 8"30.'0 &qua;No Inhpact&qua:Opaga 12)312071 Yes Yes No WA Composite Edge Fiberglass Double Door with or wfhcut Sldeaae tnaMnyUrtsW n9: XX or OXXO confgunalmsl 23 w. Theme-Tru Rba-Clams, and Sn.0,81er Nanind 811439;8&qua;Nmlmpact&qua; Glared Imi2021 Yes Yes No WA Carposlte Edo- Flbrgle. Slagle 0- lnswurgiOutswin9;X en/gureem) 24 X. Thera-Tru Filw-Classic and 6maxh-Star Nara 66a39:8 &wa:hlm-Impectdqua; Glazed 12012021 Yea Yes No WA Composite Edge Rbdyass single odor with adelfd-)J""I eiOdfWrig; XO, OX or OXO configuration.) 25 y.Therma-Tru Ftw-Classic and Smooth -Star Nominal 68IM:6&Wa;14m-Inpaa&Wtl: Glazed 121312021 Yes Yes No WA Composite Edge Rbrgn-a Doubt. Door gut or lath vet aeeltes (t.M.WC.A.Ang; XX or OXXO ccnlourstion" 28 z. Tharma-Tru Fber-qusle and Smoot-Saz NaNntl 86g30V &quatMon-Impacr&qua: Glazed IM12021 Yes Yes No WA Cmpmna Etlge Fiberglass angle Door (In"ngloutswi g: Xemleuraom) 27 n.. Thefma-Tru Fber-Clusie and Smooth Star Nemind 49#39.0&qua;Nan-mpaet&gta:Diluted 12012021 Yes Yes No WA Compote Edge Fiberglass Single Dow Vkh StMPWS) (IneanngA7aeW ng; XO. OX a OXO configurations) 28 ub. There-Tru Fluer{u-do and 9accin Star Nominal 898U1.0 quatNpl-ItTPaa&qutl: G1&:d 12r312021 You 'Yee No WA Carpodte Ettl- Fllaas bergOwtse Door gut a with aA STdeltes 0neeingl0.l.Wng: XX or OXXO -fgur time) Florida Department of Business & Proteeslonal Regulation Building Codes and Standards Product Approval Application Detail Fags I a2 Irdmi Sawa Enny or lave & D.I..Bttml. ass V,,I- Illienuffoulairer g43Yffi End,ner&I-k.naa VaEdeaM sv FSCAsaosd A.-..( fig, ROMOW 2D20 Thermal-Tru CarponBon SIM, J..P.ner+ Lynam F. Schmidt. P. E. Ryas J. Kthg.P.E. IOM32020 071122D20 07502020 IOM32020 Apprimed I:atepay: S.W. Dona (800) 843-7628 PE-43409 (413) 767-6555 &bCatapory: swinging Elam Doer Assembles slssprsm@tamNru.co Compllanu 11.1m d Ewlugm Report tom a an florid, Registered Architect or a Licensed Florid. Professional Engineer Quality A>ag[ancii A,,,-dferu-e Aggang,tayha Island geom Ems or No - gip IsLKMKZ g Resistant Pressure 1 aThe-rg-Tru FbeFC1nsic and&r4o§ Mr Nominal 68ra39;561autNm-Impact6gJa: Opaque 12312021 No Yes N0 WA Cgrnp ate Edge Flberglosis Sh* Door Onaeingralawing; X configuragm) Florida Departrnent of Business & Profesi lonal Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 152021 Salt EOYhLa[ art art Data alit Must venim Manufacturer contest Ennarnew&Llama Yaishillid &( Xeddlatst fulmiIg4t FIfCAunnolel AgJurunrind area Re Asian 2M MI W iidgn and Doors nand aMnger Wls Roberto Lomas SIMn A Latch, PE iWS2020 10X)82020 imone20 12MS=20 Approved Catagap. Conn. Doors (717) 385-3300 PE-62514 (17) 317.6464 SbCatepory: aides Ezferlo Dow Aasembtes EstBnger@mhrd.can complM. Method Ev". Raw tan a M.&I. RegisteredMehOea era Licensed Florid.Fag Elr{T9it2d6PtatYrfs Professional tneer t Rotlu2Modd.MmhralYma $oOML n Quality Assurance Sa9rritEtr On�te AgaaYad fa Usa Augmented i HVXZ 2UUWIlmli fa Un ransack r resistant g Pressure 1 BERIE9420ALUMINUMS(9D SERIES 420 ALUMINUM SOD OXO /2D12024 No Yes No WA 145-L4&q gZ%qua; NOWREINFORCED 2 SERIES 420ALUMINUMSGD SERIES 420ALUMINUMSOD Ox XO. XX 121312024 No Yet No WA 9B6qud;sa0&qu0; NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12J12024 No Yoe No WA 145 314&quaxsS&qutl: 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 171312024 No Yes No WA XO. XX996qu0IYMqua: 5 SERIES 420 ALUMINUM 3GD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12131207A No Yes No WA 143M.0:198&gaa; Florida Department of Sualne" & Professional Regulation P-gs l d2 Building Codes and Standards Immi Product Approval Application Detail GM EBbL2[ era art Data gtf MM V"on Manufacturer coinedEisoYteera Ueema Validated By Vii» aAMNA FOC Abnrovol Aporoyffi R"Won 2D20 War&Dstm, a drldan orOverhesd Door Dwayne Korosh John E. Scatss Jeltey P. Amason. P.E. 1DM22D20 Og2VA20 1000020. 12MUM20 Approved Corporation (330)793-8121 PE-51737 (904)821-5200 Cathow edsnor Doors dkomlatewayne-daton.c SubCassggry: Sections] EXlarbr Door A -se blas iXn Compllrlca■emed: Evauallm Report f,dn a Flalda Ra9lsteredArchitect or a Uosrtsed Florida Ptdessbnal Endneer At" Roeua Model 10aa1er a Moen Cu,UN As- on Cgialm [xtlratimmte Aoaosd for lug A-rg--d fa Use kwm In�QIZ Outside NVNZ &+ram aOY72 per, 3 80W;010018200Y1105 MM: Me- W. 14&VM. M. Went. Gazing 12I312021 No Yea Yes -31,001-35.00 amiable in too or tnterMiM► section. 10 8000A10019200111123 180W. Moxvidth. 146M. Max height. Gla3ing 12131=3 No Yes Yee .30.01OL3150 available in top or Intemrodiate, section. N N CD N � L 2 Q o O .W 10- UCIO O tat O Q W O `� U_ .� ^0 �`W.yr o Q y `V ._ .�'.8/^..�I vJ CL Q a Z Z W J N Z cn CU ICU O CL li✓ W CD ICU W O CU W G �A' Q W Z z a J a SHEET NO. PA 1,0. m asgu ------------ e. ♦.e N N Cl) U Q a 0 Q O .� ate'' O O O O W o IL .n -a E O O to 1--r Q L C 4O � Q I- -0 .c U) Q ■ 0 ■ Cn 0 ♦50 W Apenivial O L� U O L V UICU m W Z Z Q J d SHEET NO. PA 1.1 Florida DepaMrerlt d Business 3 Praressiorrel Regulation Poq t at Florkb Dapertmerd d Business 8 Professional Regulation Pegg t az Florida Deportment of Business a Professional Regulation Page i a7 Florida Department d Business & Professional Regulation Page t at Building Codas and Standards Building Codes and Standards +rizQzi Building Codes and Standards rsnmt Building Codes and Standards +t,2m7 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail SfQt tm.Lat Qalf Jffif 1 Jb[t Sr99! ! 12is tali aro Pendro g,>B %gde igiaLa[ ilea gYg 1Lte.Cmllaa J>ott Ss9e iDYnL.a Dif 1ffiE I?EtPsroloa J?ate 11'g llYtdom ! i�Yfi $ IhWel✓m .� FaC Amrear ,� Y■i ]Ifs!ynim 1'ifoldfrdutf[ Sufi 1j�[.i.tdrslb! vruradtr a(el� EBC Amnesia jkligialat Faustus YfhLL SYg! �■ al0d�a(LY a�Nra 61oaIer6LleMme YdIOalea by YYSILlOotea ia� PaC Amrovel )� iaBi IYaI Ilfula¢ Manufacturer Sa#� EO�L51k■Ia YelItWO.®! 130m1{tit FEC AmmW ia� Y.ILL ReNslon 2020 Cunles drWm dAADO.Iz. Trr+aertay UL LLC Trey BanOD. P.E. 12n0r2020 tap12020 t227/2020 Appraatl Res/dm 2020 MI VAndows and Dons BrenlSgingr AmMeen Architectural Sewn M.Udtli. PE 11d7f1D20 tinT2020 11272020 Appraucd Animation 2020 PGTindudrbs Jane Roawrdd kterld-Cede BCCO-CER MkmFOede BCCD•VAL 11p5/TD20 11 p52020 11A1/3,820 Approved Itesiabn 2020 MI MnOava and Doare Brent Bringer American NUMectural drnnM Uleh, PE 70gBf1020 tOrQ82070 10119J3020 appraed Cneapy: EMMor OOre 7&tl{tu-2B73 (834)fN7-08a0 CWaery: YtlndMvb t777)3�-.3300 Manufaelvero Aafadatlm IT171317-8451 Cppury: yylndmee (841)486-0100 (78w 315-21i80 CMepplY: Wt+daw5 17171365.3300 Manufacturers AtsxkBm (777)31T-8474 aWCafeyory: Exterior Door Carrporsrdt lan.ratlay(iasrabloy.co aWCWpory: Mrela Hong hslMnps(artxwtl.eom auhCre WrY Shgle Hung lrpappklQpgtinAlddeaa BubCMa)pIY: Hrxliarrtel Sider bsltlhpelgmnatlAom CemplWn fkr+oA Catllketlm fYr s Lednp m CvmpllrKro Matbod: Ca9ifcation Mark a Lung a¢fa aimed fa0il Cenpeerge Mafrotl: Camcatlm Mark s llsenp om CompRwtpe Metl+OG CtrtlOcegm Ynnt qr Li¢a1g .. i■i RrLct Yp6L lYaebrr Wroe lizipidUct Description CorraetEmlrrtlm OMa kI HVHj gfyg(g}Y M m )¢�(guests Assurrancer . Aoorwarfr Uso Approved for On bpgayt J� 2 105 Sti 52X72 Fin)Renys Frerne IG7&G Bhpk Hu+p 1 ON4/2023 rb yea No -6Q'-80 Ammxed fr use � )]� Qualtu ADerovW for Uao ADIKavM for Use ypQ®gL � Lr2 S1brtJ7�Y0 S go IOJ9ilZ lLlaWf.IPdli ifei$fal Pa■+n Lertiretad Glees ■ya Product Yorlt remeraMaYe Product Owberlistlawn 4p�Ei�[sllgal�[t IO.CYtli $i 11 $!■ILt Lr! $pdur Mara. Nanhrrtdma $gpg3,p S la.t!]Cli i2Y.tl..fD�� 89sisteet P.DiYl4 1 607, 707, 727, 717. 757. 777, and 847 SriWs and P.N. d 'I I j111,11l ..0 (n Z5 N a--n OU - _0 (D O Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rO2O2o Simpson Strong -Tie 2020 FBC Approved Products Updated 12rior2 20 Simpson Strong -Tie 2020 FBC Approved Products Updated 1N21W2020 Q 0 Fdr direct Inks to all SST approvals listed briar. CLICK HERE For direct Inks to all SST approvals fisted below, CLICK HERE For direct Inks t0 all SST approvals listed below, CLICK HERE For direct Inks to all SST approvals Isted below, CLICK HERE ne `v For additional information regarding Flanders Statewide Product Approval; SyaMm and MaM-Dade County ty Notice Acceptance INCA), CLICK HERE. For additional Information regarding Fiorlda's Statewide Product Approval System end Maml-Dade County Notice of Acceptance (NO. CLICK HERE. INCA). Many -Dade County For additional Information regarding Flarlda'sStatewide Product Approval System and Ma Notice of Acceptance INCA). CLICK HERE. -0 For additional Information regarding Fldnds's Statewide Product Approval System and Marnsde County Notice or Acce�" 1 ptance INCA). CK HERE. .� U U FL#2355-R7 FL#10446-RS FL#t0456-RS 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518' m 3. ". co Cn W16" and heights ranging from 4-5118" to 11 Concealed flange U AMA Product Model. Number or Name Product Description �d� Product Model. Num tier or Name Product Description ii� Product Modal. Numhar or Name Product Description version (HUSC) available for models having width equal to or O � � 1 Titem Stainless SW Concrete It S Masonry Screw (TTNS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A36, A44 Angles 1 Br, BTB. BTH Brick Ties greater than 3 9/18". L_ O 2 APA21, APA4, APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in wicithe ranging from 1.7187 to 3- 0- 3 APB44, AP844R, APV866, APB66R, APB88, APB88R, AP81010. AP8101 OR, APVB44, Outdoor Accents Post Bases 3 C814, CS16, CS18, CS20, CS22 Coiled Straps 518" and heights ranging from 9-11,V to 16'. 0 FLNN89-RB APV844R, APV866, APV888R, APYB88, APV688R; APVB1D10, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.83 SDS, LGU5.25 SDS Face -mount hangars CU O j 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2.4, APVDJT2R-4, APVDJT2.8, Outdoor Accents Deck Jost Ties 5 CTS218 CompressionfTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers O Sou !f Product Modal- Num her or Name Product Descrlardon APVDJT2R-6 8 DSP, SSP, TSP Stud to Plate be 15 LUC28Z, LUC2102 Face -mount hangers N_ '-10C Q 1 SDI D112DBB Outdoor Accents Connector Screw 6 APHH46, APHH48R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, HO, H7Z, H16, H16S, H18-2, H16-26 HurricansiTtes 16 LUS series hangers Face -mount hangers available in widths ranging from 1-911010 4- 2 SD9112, SD9212. SDI 0112 SDI 0212 Strong -Drive SD Connector Screw a APL4, APLB, APT4, APT8, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam-to-Colurrn Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tledown SIB" and heights ranging from 3" to 10-15116". O �. 3 SD911285, SM12SS Sarong -Drive SO Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210; APLH21OR Outdoor Accents Light Hangers 9 H624 HurricanoTie 17 5-S MGU3,63-SDS, MGU5.2DS, MGU5.50-SDS, MGU5.62-SUS, MGU7.00-SDS Fare -mount hangers CU �- .era 4 SDCF22434, SDCF22512 SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strang -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5. HSS2.2-SDS3, HSS2.3SDS3, HSS4-SD83 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in Wdths ranging from 1.9/16" to 5- �- ,Q U) Q SDCF221134, SDCF221334, SDCF271958, SDCF272368 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HSTB Straight Straps 118" and heights ranging from 6-15116" to 19-1/2", 5 SDCP22434, SDCP22512. SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT8Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MU828, MUS28 Face -mount hangers SDCP221100, SOCP221134, SDCP27140D 11 DJT14 Deck Joist Tie 13 HTSQ1 OKTZ, 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 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9116" to 3-9/16" and heights ranging from 3.1116" m 13-310'. 7 SDS25112, SDS25134, SDS2520Q SDS25212, SDS25300, SDS25312, SOS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTAR LSTA12, LSTA15, LSTA1S, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS255W: SDS2580D, SDS25800 14 FWANZ Foundation Wag Angles 16 L.STI49, LSTI73 Straight Straps 2Xand 4X models; on ty acute flange is oonosaled. 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS25900SS, SDS25312SS Strong -Drive SDS Hearvy-Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers evoilable in widths ranging from 1-9M6" to 9 SDWF2716, SDWF2720, St WF2724, SDVW2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A.2, H1 OS, H14, HGA70 HurricaneTies 18 LTS12, LTS16, LTS1B, LTS20 LightTwistStrap G' and heights ranging from 2-5/8" to 11.1/4". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium GirderTiedown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12: MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps FLVIOW-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTCe6, MSTC78 Straight Straps sea x Product Mbdel. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTCSSW Pre -Bent Straps R: ea Product Modal. Num tier or Name Product Descrintlan 1 ATR318, ATRt/2, ATR518, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewabde Angles 24 MSTI26, MSTI36, MSTI48, MSTIOO, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-/18" to 7- 2 ATUD5, ATUD62, ATUD9, ATU09-2, ATUD93, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS2AC, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1I6" to 37. 3 SP3/&2, BP112, BP1/2.3, BPSM-2, BP5/83, BP3(4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSU26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28R2, LSSJ210LZ, LSS)21 ORZ Field Adjustable Jack Hanger 26 NCA2x1O-12, NCA2x12.12, NCA2x8.16, NCA200.16, NCA202-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318; CNW112, CNW5/8. CNW314, CNWS/8-112, CNW314-va Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56; LSSR210-2, LSSR410 Field Adjustable Sbpeable/Skevrable Hanger 27 RCW812, RCWB14 Wall Bracing 118" and heights ranging from 9-114" to 24". 5 CTUD55, CTUD65, CTUD88, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Tak"p Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widthe ranging from 1 ArZ to 3 CTUD98, CTUD99 27 MLMZ, ML24Z, ML28Z, ML28Z, W-2107 Angles 29 RSP4 Stud to Plate Connector W" and heights ranging from 7-1I4" to 24". 6 143, 1144, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 13/4" to 3- 7 RTUD3, RTU03B, RTUD4. RTUD46 RTU05: RTUDB, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-114" b 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, S63, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top filings hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18: ST22, ST292, ST2122, ST2115, ST2215, ST6215, S'T6224, STe238 Straight Straps 7/8" and heights ranging from 11"to 32-1/7'. 10 URS3 3/8" Uplift Rod RunTiadown System 32 RST-3 Roof Tie -Down 34 TB20, T627, TB30: TB38, TB42, TB48, 1854, TB56: TBBD Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-58" to 7- 11 URS4 1/2" Uplift Rod RunTledown System 33 RTC227, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TW810, TW612, TWB14 Wall Bracing IX' and heights ranging from 11-114" to 37'. 12 URS5 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedowrt 7 GLS series hangers Saddle hangers available in widths ranging from 3.1 X'to 8-71W 13 URSO 314" Uplift Rod Run Tiec own System 35 TJC37, TJC57 Truss Jack Clips 37 WEI08, WB1080, WB120, WB126C, WB143C Wall Bracing and heights ranging from 8-1/2' to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available In widths ranging from 3-1 /4" to 7- 1/8" end heights ranging from 11"m 32'. FL910441-RO FL#'10S31-Ii6 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL0110447-R5 112" and heights ranging from 8" to 3D1. ,,Ml product Model. Number or Name PMdi= DnetlQtl4R ,-MLA Product Modal. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to B-718" 1 DTT2 Hold-down Sec # Product Model, Number or Name Product Di seHptlon 1 CBH2.37x5.5, CBH2.37x7.63, CBH237x9.75 Concealed hangers and heights ranging from 10-1I7'to M. 2 HDC1014, HDCIOR2 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-IX'to 8- 3 HDQ8, HHO01I. HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSD63, DSCSL-SD83 Drag Strut Connectors available in widths ranging from 1-9/16" to 341118" and heights 718" and heights ranging from 7-117'to 37'. 4 HDU2, HOU4, HDU5, HDU8, HDU11. HDU14 Hold-dwm 3 GBC- Gable Brace Connector ranging from 9-1/8" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1X'to 7- 5 HPA28, HPA35 Strap style purin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS, HGU5.25-SDS, HGU5.50-SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/B" and heights ranging from 14" to 33". 8 LSTHDS. LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411,61, HHRC44, HHRC5.2513.25, HHRC5.3713.IZ Heavy Hp to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 25/18"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- MS" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap-styie purtin anchor 8 HRC1.81, HRC22 Hp Ridge Connector 30' and heights mnging from 5-S/16 to 12-7I8". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"to 9 PA18, PA23, PA28, PA35, PA51. PASS Strap -style Wnn anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hangar 5 HHGU5.25-SDS, HHGU5.50•SDS, HHGU5.62-SDS, HHGU7.00•SDS, HHGU725SDS, Face -mount hangers 3-B116" and heights ranging from 5-3/8" to 13-I/8". 10 PAI18, PAI23. PA128: PA135 Strep-style purist anchor 8 LSU28, LSSU28: LSSU210 LightSlopeable/Skeineble U Hanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118"to 5- 11 STHD10, STHD1 ORJ Strap4tyle hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210-2, HHUS46, HHUW, HHUS41 D, HHUS5.50NO, Face -mount hangers 1/2" and heights ranging from 3-7/15" to 15". Concealed flange 12 STHD14, STHD14RJ Strop-styie nod -down 10 TC24, TC26, TC28 Truss Clip HHUST25J1 O 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 2-9/16". THAC422, THA426, THA422-2, THA42&2 1/8" to 6-1/8" and heights ranging from 4-3/4" to 15-3J4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 THA11.81M, THAl2.06122, THAl2.1122, THAI222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3W to 281. 13 THAL422, THAR422 Skewed Truss Hangar 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 fo 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU20-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 32'. 15 THJM2-4SDS3, THJM2-5SDS3, THJU28, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9/16 t0 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-W1 g'td 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.1/4'. Concealed flange W" and heights ranging from 9.1/8" to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available In width of 1-9/16" and heights 18 VrCR Valley Truss Clip greater than 2-9/16". ranging from 5-3/8"to7.1/4". 10 HUCO1.81/9SDS, HUC01.81/11-SDS, HUCQ210-2SOS, HUCQ210-3SDS, HUCQ310- Face -mount hangers 20 J13A series hangers Tap flange hangers available in width of 1-9/18" and heights SDS, HU00410-SDS, HUC0412SDS, HUCQ5.25d9SDS, HUCQ5.25111SDS, HUC0610- ranging from93/18" to 13-118". SDS, HU00612-SDS in CIO Minna ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4W2020 � Simpson Strom Tie 2020 FBC Approved Products i� 9- pP Updated 125Y020 Simpson Strom Tie 2020 FBC roved Products i� 9- Approved Updated 12501=o � Sim n Strom Tie 2020 FBC Approved Products i� 9- pP Updated IZ13012020 ® For died Inks to ell SST approvals eased balm, CLlr_K HERE ® For cleat Inks to all SST epprovals Isted below, CLICK HERE ® Far direct Inks to all SST approvals Isted below, CLICK HERE � For direct Inks to ell SST approvals Isted below, CLICK HER E Far additional informed reparclih9 Fimds's ProOrd Approval System and Mar►�ads County Notice of Acwpuraea (NOCLICK HERE, 9tdawide N. For additional infarmabon regarding Florida's Statewide Product Approval System and Mara Mari -Dade County Notice of Acceptance (NOA), s,JJCK HERB. For additional information regarding Florida's Statewide Product Approval System end Mari -Dade County Notice of Acceptance INCA), CLICK ERE H. For additional information regarding Fiadda's Statewide ide Product Approval System and Mami-Dads County Notice of Acceptance (NOA). CLICK HERE, O 21 LB series hangers Top flange hangers available in width of 1.9116' and heights FL#11461145 18 StLBV1.56, SILBV1.81, SILBV2,06, S/LBV2.37, SfLBV2.56, S1LBV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ■ a� ranging from 53R-to 15-116". SRAV3.56, SILBV3.62. S/LBV4.06, S/LBV4.12, SILBV4.28, SILSV4.75, SILSV5.50 6 Strong-Bolt2 (ST132, M2.4SS, STB2.6SS) Strong -Boll: 2 Wedge Anchor for concrete available in carbon Minna 22 LBAZ series hangers Top flange hangers available in width of 1-911e' and heights ,QIMM Product Model. Number or Name Product Description 19 SfLTT20, SIDTT2Z, SIHTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 93n8' to 13-118". 1 HHUS2103, HHUS210-4 Joist Hanger 20 SIMST60, S1MST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3,. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1 W b 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 Shad Plate Ties avalable wkh hex head in carbon steel and Types 304 and 318 7/8" and heights ranging from 9" to 33.1 r2' 3 HUCQ210.2-SDS, HUCO210-3-SOS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Shad Plats Ties stainless steel, or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangars T flange tw available in widths from 5-1 /4' b 6- Top 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel cl heights ranging from 9" 10 32-12" 5 THG42SDS3, THG03-SDS4:5, THGQH2SDS3, THGOH3-SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (TH037834RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 26 MIT series hangers Top flange hangers available in widths ranging from 1-WIT" l0 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Then HD Threaded Rod Hanger for concrete in 118"and hegtlse ranging from 9-1/4* to 24' 34RH, THD10212RH) 26 PF, PFB, PF08, PFDSB series hangers Top flange hangers available in width of 1-Wle" and freights 10 Wedge -All (WA) Wedge -Aft Anchor for masonry ranging from 3318- to 7.118". FLiN 1473-R5 FL#13904-R5 27 RR Ridge railer connector 28 WP series twigers Top flange hanigeie available in widths ranging from 14)M6" l0 7- �gy,( Product Model. Number or Name Product Description Sea # Product Modal. Number or Name Product Description FL#16230 R8 1/8" and heights ranging 9-1/4' b 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.82-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SDSG; CCTQM5.50-SDSG, CCCQM3.62SDSG; CCCQM4.82-SDSG, hillProduct Modal. Number or Name Product Description 3 H16, HISS, HI6.2, H1&2S HurriraneTie CCCOM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry 4 HETA12, HETA16, HETA20, HEfA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G.KT, ECCLQM4.62G-KT, ECCLQM5,50G•KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry FL#10860-RS 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.82G KT, ECCLLQMD5.60G KT, ECCLRQMD3.62G KT, ECCLROMD4.O2G 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Product Description 6 HGAMI0,HM9 Masonry retrofit connections KT, ECCLRQMD5.50G-KT 4 Strong-BoR2(ST62) Strong•BoR2Wedge Anchor for masonry Sea.# 1 Product Mumbler orName ABA44, ABA44R ABA46 ABA46R A8ABO ABA86R AdjusLbre 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 (7TN2) Titan 2 Screw Anchor for Concrete 2 ABU44, AB1 44R. ABU46 ABWf19, ABiFr5 ABU5.6, ABU65, ABU66, ABU68R ABU88, Adjustable Post Base 8 LGT2, LGT3•SDS2.5, LGT4SDS3 GirderTiedown 4 LGUM26-2, LGUM26.3, LGUM28.4, LGUM28.2, LGUM28.3, LGUM28.4, LGUM2ID•2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD•H8SS, THD-CSOSS) Then HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ASU1010 ABU1010R ABU1212 ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LOUM46: LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, A3W44RZ, ABW46Z. ABW48RZ. ABW66Z, ABW86RZ, ASW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.12/9.25, MBHA3.12111.25, MBHA3.58/7.25, MSHA3.56/9.25, MBHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4F2 ACE-4. AC6. ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCMeO Strap Tie for Masonry MBHA3.56/11.88, MBHA3.56114, MBHA3.58/16, MBHA3.56/18, MBHA5.6C7.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46. BC4R, BC6. BC OR. BCS, BCS2-2/4. BCS2-M Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twit Strap for Masonry A�HA5.5019.25, MBHA5.50111.25, MBHA5.50111.88, MBHA5.5Qf14, MBHA5.50116, MBHA5.50118 6 C844, C848 CB48 C668, CM Embedded Column Base O 7 CBSO44 SO52, C89Q46 SD62 CBSQ86SaS2 C89Q88-SDS2, CB5088 SDSZ Embedded Column Base 6 MBHU3.56/9.25, MSHU3.56f11.25, MBHU3.5&11.88. MBHU3.56114, MBHU3.56/16, MBHU3.66118, M8HU5.5019.25, M8HU5.50111.25, MBHU5.50f11.88, MBHU5.50/14, Masonry Beam Hangers FL#16937-R3 ^1 8 CC, ECC, G CU Sei es Bolted cokam cape w9h W1 ranging from 3.1W to 9-1/2- and Fl-�f49C.R8 W W2 rangrg from 3518" to 7-1/2" MBHU5.50116, MBHU5.50118 %ME Product Model, Number or Name Product Description 9 CISDS2-5, ECCQSDS2 S Sores Screwed column caps with WI mngingrom f3-1/4- to 9-1/7 and 'Dora # Product Model. Number or Name Product Description 1 X3481018-5K Xi S1016, Xt B1016.4K XQ1S1016, XQ1 B1 OIO.4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with 03 W2 ranging from 3518" to7-1/2" 1 DTT1Z Deck Tension Tie Drill Pant V, 10 CPT44Z, CPT8W. CPT88Z Concealed Poet To Base 2 HD12, HD19 Baked Holdowns FL111113976-RB 2 XLQ114T1224, XLQ114B1224.2K #12-24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EP644. EP546. EPBe6 Embedded Past Base 3 HD3B, HD5B, HD7R HD9B Batted Holdowns Screws with #6 Drill Point and Large Diameter Hex Washer Head � 12 EPS4Z Embedded Poet Base 4 HTT4, HfTS, HITS-3/4 Tension Ties Ser If Product Model. Number or Name Product Description 3 XMQ114SI224, XMQ114B12242K #1224 Strong -Drive XM Medium -Head Metal Self -Drilling, ` Embedded Column Bess 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SOW22338, SDW22438, SDW22468, SOW22600, SDW228OO, SDW22eW, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 13 LCB44, LCB86 L SDVM834 4 X0114$1224, XQ114B1224-2.5K X114S1224, XO112SI224, XQ112B1224-2K #12-24 Strong -Drive X Metal Set -Drilling, Tapping ScrevA with 06 O 14 15 LPC4Z, LPC6Z MPB44Z, MPON, MomenP� Base 2 SDVVCI5450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L 16 PBS 44P,MPBPB. P888. Pf386R Embedded Post Base FL#13529-RS 3 SDWH19300Df3, SDWH19400DB, SDWHIDBWDS, SD H19800DB, SDWHIP1000DB Strong -Drive SDWH TIMBER-HEXScrow 5 XU34S1016, X J34BI0185K #10.16 Strong -Dave XU Metal Sof-Driling, Tapping Screws with ^ CL 17 A' PBS 6 Fill PBS44A, PBS4e PBS86 Embedded Pod Base 4 SDVIH274000, SOWH27600C, SDYVFI278DOG, SDVNi271000G, SDWH271200G Strong -Drive SDYJH TIMBER -HEX HDG Screw #1 Drill Point CL 18 PBV6, PBV+O P, Round Post Base AW 1 Product Model. Number or Name SB&8x24, SB718x24, SB1x30 Product Description SBAnchor Bob 5 6 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDW519800, SDWS1971Z SDW522400,SDWS225OO,SDWS22512, SDWS22000: Strong -Drive SDWS FRAMING Screw Strong-DriveSDWS TIMBER Sdew(Interirx Grade) 19 PBVC pCgg-18, pC4&16 pCBd-16, PC66.18 EPC4418 C-15,-16, EPC48-16, Post Cap EPC6416, EPC8d16 2 SSTB16. SSTB20, SSTB24, SST828, SST834, SSTB36, SST816L, SST820L, SSTB24L, SOTS Anchor Bois SOWS22800, SDWS22900, SDWS221000, SOWS221100, SDWS221200, SDWS221500 FL#33320-RO � 20 PC4Z; PC4R7, PCB, PCERZ, PC8Z, PC8RZ EPC4Z, EPC4RZ, EPC8Z, EPCSRZ, EPC8Z, Post Cap SSTB28L 7 SDWSW30008, SDWS2240OD8, SDWS22500DB, SOWS22800DB, SOWS22800DB, SDVVS221000DB Strom Drive SDWS TIMBER Strew Exterior Grade 9- ( ) `f-� / 1 U 21 EPC8RZ PP644�Z. � Poet�� 8 SDWS22312DBB,SDWS22512DBB Outdoor Accents Structural Wood Screw Acd # 1 product Modal. Number or Name DSSC643.5,DSSCB46,DSSC848,DSHS Product Description Bypass Framing Drift StrutConnector 22 RPBZ f2etnoflt Post Base �t3872-R4 9 SDWS27300SS, SDWS27400SS, SDWS2760OSS, SDWS2760DSS, SDWS278OOSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FC849.5, FC8411.5 Bypass Framing Foxed -Clip Connector SDWS271000SS, SDWS27120OSS 3 FPHSD34SIO16, FPHSD34B1016, FPHSD34B1016-5K, FPHSD3451214, FPHSD34B1214, FPHSD34B12145K #10-16 and #12-14 Strong -Drive FPHSD Framing-to-CFS Sef- Drilling, Tapping Screws O SSg x Product Modal. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw 1 CMST12, CMST14, CMSTCI6, C514, C516, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSF04.25, LSFC6.25, SFCZ.25, SFC4;25, SFC6.25 Steel Framing Connector L FL#10866-RB 2 HRS6, HRSB. HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MST128, MSTI38, Straps 97 mil (12 go) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.2E SSC8.25; MSSC225, MSSC4.25, MSSC8.25, Steel Stud Connectors Pladuct Denrinficin MSTt48, MSTI80, MSTI72, S/MSr27, SIMST37, SIMST48 MSSC4.25KW, MSSC6.25KW sgW Product umber or Name Foundation Anchor 3 HTS116, HTS20, HTS24, HTS28.. HTS30, HTS30C Heavy Twist Straps FL#18363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S; RCKW5.5S Rigid Knee Walt Connector A 1 V'^/ 1 2 FJA, FSA FRFP Flat Retrofit F-oasdatidn Piste 4 LSTA30. LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (16 go) 7 SCB43.5, SC645.5, SOB47,5, SCB49.5, SCS411.5, MSCS45.5, MSO847.5 Bypass Framing Slide -Clip Connector 3 GH485, GH4&8, GH48.6. GH48A GH410-6 GH41M$ GH66-8, GH66-8. GH68-6. GH68- Girder Harper 5 LSTA9, 1_STA12 LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122 ST2115, ST2215 Straps 33 roil (20 go) Bridging Connector a-d&f 1 Product Modal. Number or Name AS 18, AS 1885, AS 18SO Product Description 18 Truss Plates 8 9 SCS32-5197, SCS62-5/97, SCS825fl18. SCS82.61118 SCW3.25, SCW5.5 Bypass Framing Connector Head Slide Connector ICU 8, GH610-6, GH61D-8 6 LSUBH3.25, SUSH3.25, MSUBH3.25 ga. -of -Wall -Clip 4 GLWA, GLB5B, GLB5C. GLBSD GL-67A GL876. GLB7C, GLB713 Glulam Bearing Pla7 LTP5 Lateral Tie Plate 2 AS 2DHS 20 ga. High Strength Truss Plate 10 SJC825, SJC10.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 OLST512. G6LT612, GLBT518. GBLT818, GLBTS20_ GBLTS20 Glulam Bearing Pb:b 8 LTS12. LTS16, LTS16, LTS20 Light Twist Straps 3 AS 20 20 ga. Truss Plate 11 SS83.51 a Bypass Framing Slide -Clip Strut Connector HGLBB, HGLBC. HGLBD Heavy Glulem Bearing Ptab 9 MSTA30, MSTA36, ST6215, ST6224, STB, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 Us) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSHT881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 6 7 HGLBA, HGT-2 HC-T-3, HGT•4 Heavy Girder 10 MSTC68, MSTC78, ST0238 Straps e8 mil (14 go) Screws � jJ Universal Foundation Piste 11 MTS12, MTS18, MTS18, MTS20 MTS30, MTS24C, MT830C Medium TwistStra s P 13 XQ1S1016, XQ1 B1016.4K, X01S1214: X01B1214-3.5K, XQ78S1224, XQ78B1224-3K, #10.16, #12-14, and #12-24 Strop Drive X Metal Self -Drilling, 9- 9, 8 UFPIOSL'asd Universe Rot rdt Foundation Plate 12 SBI.56, S181.81, S1B2.06, S1BZ37, SB2.56, SIB2.e8, SIB3.12, S/B3.56, S/B3.62, SIB4.06, Top Flange Joist Hangers F1.41,15730-14 XQ114S1224. X4114el224-2.5K, XQ112SI224, XQ112B12242K, X3461016-5K Tapping Screws Q 9 URFP SB4.12, S6428, S84.75, SB5.50 X1S1016, X1BI01e-4K, X1S1214, XIS1214-3 5K 13 SMA2.126, SIBA2.12/10, S/BA2.12112, SBA2.12/14, SBA4.18/8, SBA4.18h10, Top Flange Joist Hangers akmg Product Modal. Number or Name Product Description Z SSA4.16/12. SIBA4.18/14 1 ET -HP Adhesive Anchor for concrete 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM50, GDPM-75, GDPM-100, GDPS, GW50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S1HD8S. S11-1086, SMDIOS. SIHDIOB. S1HD15S, SIHO15B Holdowns 3 PDPA, PDPA-K, POPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies Q 16 S/HDIJ4, SfHDUO, S1HDU9, ShIDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 SJCT, SAiJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete tZ SHEET NO, Pk) 1. 2 Lj