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HomeMy WebLinkAbout39769 Harvest Creek LnINDEX 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 STRUCTURALNOTES ABBREVIATIONS SN1 DETAILS ---� AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or FIr Sys Floor System RAD or Rod. Radius -- . - S5 ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill - _ , �, T DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed - -, , ... � ��.,�„_�_,.��__�. SS RETROFIT DETAILS AHU orAH.U. Air Handier Unit FR DR French Door RECEPT Receptacle — ALTorALT. Altemate FRT Front REF or Ref. Refrigerator r-=�, ----- D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/ feet REINF Reinforcing _.., � � - -; �- _ , _ WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required _ BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Roomer-� PA1.0 PRODUCT APPROVAL NUMBERS BLK orBLK. Block GALVorGaly. Galvanized RNDorRnd. Round i�� -L-- =- -r -�-- PA1.1 PRODUCTAPPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf __. T "`�` f PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector .1, T, sue-_ BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door -`-�'=_ -� �-^ ' -- ` _= -'•-^ ' �-` --- BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet - - -- CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights ❑ CJ or r C Control Joint HS Horizontal SPECS . SPECS. Spruce Pie � � LI---�1 � � 7=1 Ik— JI lui - CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu of SO or q SF or S.F. Square Foot (feet) F17] El D � -- - El COFF or Coif. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square FE11 COL or Col. Column INT or Int. Interior STO Storage - -- FE] COMM orComm. Community KIWALL or KNVaII Kneewall SW or S.W. Shear Wal7[— ==F= la COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine 1 CONN or CONN. Connection LAUN or Latin. Laundry TB Towel Bar - — - - CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered 7= F= ( ❑ ❑ f ❑ --- --- CT orC.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken u u D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Dad. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical -- -- DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer _... _. ELEC or Elec. Electrical PC Pull Chain W/ orw/ With ELEV or Elev. Elevation PED or Pod. Pedestal WA or W.A. Wedge Anchor — -- EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt Pocket (Door) WD or Wld Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet — -- FDN or Fdn. Foundation PLT HT or Plt Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) MEAN ROOF 30 FT. HIGH TYPICAL PLAN REVISIONS FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 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 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 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 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 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 '%k 174 considered for reimbursement by the Designer/Engineer without 12-19-20 5.0 FBC 2020 CODE UPDATE advanced notification and approval by the Designer/Engineer. �� Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ", ALL WO tx, "` -'- '�`„f cl �` vV►TH PREVAILING ventilation of the building and thereby shall not be responsible for !_OR E. the indoor air quality, or the effects thereof, for any reason NATiU".'.A' whatsoever. The Designer/Architect and FOR has no duty to AND Tier-'1 s" �� MCA_ protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, ORDI1941 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 ! f`1 TREVIE�ktake any action or preventive measures to protect such property �� against any such peril at any time for any reason. PLAN EXAMINER tt�-J G� r —_1 r Cc Gl 0 !L_ i I r 1 i 0 N E • •' =� 'K td '� �F �'•, F t.0• 4 To the best of the Engineers knowledge, Information and belief, the structural plane 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. a 9 fQ C = Q LQ N J w 0 0 ,n ac yr-r-� °'Ma "° Y -J LL C14 CD U. a K Z 13 0: WLL tMrn CS 0o [dL0' O a = '0 ��a ONci ZUaaNZO W ❑oo Ur N P z_ z � z n N a) 2! a +N� U 4-J �U C O VM c L. ¢� s M J a LL E Q w� No 3 =- _ co�S � Wiz 03 Z N No �ZOo 42 irk �Y _E C - = yx o ZLL �_ Z in m 91 02 2W a° w� �s .0o > L0 Cr L � 120 W � C9 .! c N to J N Y No m U` Cfl N r o N N r N z , C') z Z E o U p a � ¢ JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. C S J�A A I I 5-SH cP - - - - R&S - - - - BUILDER TO rl----------- T 6" DP3- i19 v PROVIDE I I INE W.H. APPLIANCE I I I K TYP @- 01 PROTECTION I I I 84 GARAGE ■ ' OWNER'S SUITE - W.I.C. 2'-6" WHEN REQUIRED I I I I OPENING B _ PER FBC I I I CD 8'-0" CLG. --- co 8'-O" CLG. < CARPET TIE _ _ CARPET 2 CAR, GARAGE I I 1:0) I N 8 -0 CLG. I I I 0�Er 17'-8" --- - 7'-8" 20'-OB 11 ' A w _ _ 2sss 1 Cr I I I HANSON I $ I I " BOX @ 36" EDGE OF SLAB 2" I I I I Q A.F.F. BEYOND WALLa I H S I I ca o3 rn I D W I I 60"x36" DRYER VENT K S3 iv SHOWER THRU ROOF -,I > I I _ I I I oo S3 (3) 2x4 #2 SPF w/ FIBERGLASS SS `" &S I I x 1 1 N DTT2Z @ BASE RROU D I l l I I co I I T I l l l I I I I TYP @ 1 STORY 1 0- -- -- -- - I I 1 I I I I V-11t" 4'-0' 1 PTA OPT. D_ �� I I I I 3 1 Ilx U �I NOTE: FINISHED I I - Q WALLS TO BE I I I AHU J l FLUSH. VERIFY IN I I c=rc C7I I is - _.- _ I I FIELD. I I I n _ IL' ----- ----- I v T CC(3) 2x4 #2 SPF w/ S3 S3 I 2868 DTT2Z @ BASE q FAMILY R M R.A.G. v t�C 2:12 VAULTED CLG. j 9'-4" CLG. CARPET -- 8 j o 9'-4' CL I - 0 ENTRY in 23'-8" uO T-10" T-8" 10'-10J" in 6„ 8'-0" CLG. I I I -HDR AT T-4'_ 1 1 ^ - R&S �2668 c° 2668 T �� R&S 4'-0" 11-7 ' I 6'-10" N 4'-7" 8'-8" iv 5��,� i� 14'-6" T-4 Cn I " 7'_6« in 1 _ I 5068 B.F. 4068 B.F. I OPT, I I 14 1------------------- - - - REF. - BEDROOM 2 C �13 W 19 ° - PATIO CAFE ,/ o �_____________ ---_ --- N _ ---1 8'-0"CLG. J VAULT. CLG. // W 1 1 CARPET BEDROOM 3ATH BEDROOM 4 co _� o 00 co CARPET / T Q J 31 '4 - I 0 is •3 I ^� 8'-0" CLG. _ _ 1-1 8' ARP T ma O r I C ' 2 '- / SIN Kw/ ISP - ° b CARPET I ILE " C7 w 21'-2" 2 _ 2 " 10 �� r 10' 2'-4� I 5'- / u I Ca I °P / � TIE m I (X °° - NT Y (L I TYP @ 1 "' =W tI STORY - .- .. rn0 3r F T L ,1,all / - - - - -"- = 5-SH I SURROUND q / l :0 0 16" DEEP I f° Ali H B EGRESS EGRESS O 3 15'-10" 19'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 18JX254 S.H. 13 20 X 381 18 } X 37 1 S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18JX714 S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 27}X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 381J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 i 52 J X 37 i S.H. 34 54 X 50 J 52 } X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be In accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-318" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. 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 DD +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 �G SHEET HD SEE SN SHEET W40 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 "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 R-13 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4 r= 1 r-Orr (GARAGE / LIVING) 0 a f1 Cod Ll(L, 'ut /V _� � :•� Crj� N N .,. E L ,: � VdROFesslo. ;1'/1I11111111A�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 An Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. <» H a n g Lo 0 C14 g N i J LL a 0 7u7�'aLLW to r- t` ��KKK r; w a CL LLLL a Z re 0 C t 190 W N tO no rJJ _ a�a 7 z IL Go a N MZ V30 pU y W ❑�❑ 0 v z� z o J - ri N - �U 0 ,,, s =D L -u o LL c o Zp Q(� !tV 0 R o o Ov gg Z o 0 �S W z `° CBfn �g m= DEL 8 Wc 3 8W 1( ,Z X G LL3 2O >Lo L O1 .> c N co J N .Y NO m � Cn rn a� a N Qi O) = N r T N = N M y Ci E O a v _J a o _J JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / 55 MEDICINE CABINET o0 � O� O� O 04 t = t M M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt FIN. FLR. �t ab 4 fV �1I Ll--ji I LF-L§�--] KITCHEN M 4 CV OPT. REF. 4 KITCHEN �I 0 F MIRROR OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL r1 SHWR. SHWR. CURTAIN HEAD ROD tr-- TOWEL BAR IN TUB OR SHWR. SHWR. VALVES o— CO SOAP � e o DISH t LO M 0 TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS Mw OWNER'S BATH INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS o COUNTER TOP 30 H BASE o `-° CABINETS o 00 00 LL *=00 IN f� F in a V-2" 0 2x a= _ �1 00 FRAMING *l N - i- C7 co v O � O = 1 /2" GYP N `'r' N N c? BOARD FIN. FLR. �. FIN. FLR. _ CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" tz- n n nD 1 II l�� Sri ,•������ L R O F F S S � O' V 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 I- = � pp rz � � 0 N G I{� J d� v7 r r� w L aj J < JCC lL LL a S I� Z 13V rn ` cgo C' W j`"� o �rn ��d CLIL W � ��4 a k j U _ W ❑El❑ z z z � ¢ $ n- N •� - i 0 to c r- e- 0 r` M J ago� E u �E 3 Wo Z co �O >Lo L � c� .> c N N .-. Y 0 0�.. m U c0 a� 04 T c0 0 r = N - N r d N '- " o E z N ' p E z a U v «? Q p c JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 2 v HEEL 12 5 i 12 \� 5 T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS = FINISH ON C.M.U. °D 0° (TYP.) Ito F.FL. - -r 12 71001:17DEIFIEI 00 FE-11El 17 D E71 FE]El 1[:::: 11 DE I E 10 7E 10 F 11 E I FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 14'-0" RIDGE T 12 15'-0" RIDGE VENT 12 T..4E — ----------------------------------------------------- 1'-0" 3'-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS oi l " -I�---- - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------- 3 TAB 00 SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) _ TEXTURED CEMENTICIOUS °D FINISH ON C.M.U. io (TYP.) F.FL. -----------I ----- ---------------------------------------------------------------------------------------------------------------------------- �— LEFT ELEVATION - Al N 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. a n. ,1w% �vN A � EL .�'.......... .. i O F E S S 1• T, To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fA � ti C411) di df to F- r, -0 LL w Y r�'!I a 0 LL� a � gm OL t� 0 o W un Co ppO'. d a Z a cp N M Z N O Z W U �00 U z C13 J d N v 0 2 �U — LL w 0 „. JIM in fCs •- a S U_ E MC o E UU Z o Eo ZN � NO Yz W4L) � O 31� O >I-) I..L- W � .! c N co N O ^' m U` CO f— W N T— 0 N 2 N 0) O = N � r r E ; N M z ` E O M a U � ¢ p JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. - TEXTURED CEMENTICIOUS = FINISH ON C.M.U. o _ (TYP.) — 00 0r0 (O TOM C a —�=ice-' - __ 4' OFFRIDGE VENT.- -, ——r _ , _ 12 -, � � -, —r,� - 12 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS l - _....r_,_��-� � - � -. � � 1 '��-_�. I �+,.•�.-. i�1��—�....r � �.�I�a,—i_��-i -.—tea 6-0" - 1'-0" 1-1-------- EXTENDEDOVERHANG TO BE CENTERED ON DOOR REAR ELEVATION — Al SCALE: ,,a. -,..a 14'-0" RIDGE VENT 12--- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 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, fell shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------------------------------- 1'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. 3'-0" (TYP. ) F.FL. L I L RIGHT ELEVATION — Al : 1 /4"=1' ns� = J o� C_ (U SRO N CD To the best of the Engineers knowledge, Information and belief, the structural plans and specifications aontelned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N (A 0 $ CM w a2r CL Lu W 0 O °0 WYgrn m3sWJ' 'e. N (_ O_J 7' IL b a0 M Z y O pU � y W W aa❑ N z Z z � g N o l .O N u- ry o C y a sow U„ c a C-4 cm ch N � Q J EE WLL � =_e ZCZ4$ E OU C" C M � oY z a o� i� aii i �N3 Zg� y_ C J Q ° �Z C ou O O Z �o O > Ln W M O .> c N co J N Q CO3 0 U C1D it 04 (o o 0) = N rn (B r .-- t— E NZ C,)0 Z a E E 0 E Q o c4 JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 3.2 VARIES V-10" 1 " CAP L T CAP 2" 1' 2" iv "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY ^ =,N 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS M iv fO " = ^ 04 1'-5 " 3/4" RADIUS N � ca SPECS. IF NOT, 1" 2" OPENING VARIES 22 " A,COMMUNITY � DETAIL TO BE #_— BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES ""•� =,N 1• OPENING '- VARIES 1 �n 4 21" VARIES 1 �-4x r N 12 11" VARIES rIN 1" 1" 1'-Ox 1• 1 1/2" RADIUS T �--�' � 2" :— � 2 1/2" RADIUS J4" N tia �ZD VARIES 1 4. 3j" 1" 3xTa z" 11" BASE BASE 1,.4 1 1 �x 'NOTE: VARIES $x 2" 3„ FOAM TO BE USED ONLY WHEN LCW �Q r 71 L REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" —0P 1'-6" 1" DETAIL TO BE = co BUILT W/ STUCCO. EDGE OF ki� OPENING 6 4 1-1/2" THICK 1-1/2" THICK 4" 10,E 21" it 10" 6" N — — - 4 O e CD T s CO NV rIV f� 4x , „ N 2x 4x 3x 6" iv 2-2" co w cn w L ~C' ; 1-1/2" THICK ---" 2j" --- — - L 2'-4" 1'-10" `v — 5�n 115n 5�x-- 00 1-4- 3" N c 51x 4 1„ n 1 VARIES VARIES w off VARIES VARIES r4-1 8" 3 1 L T s T r--------- C"t iv j c° is in � 6" 4" N N KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL i qs 3 44x `O 4" 3, 2, n 4 GARAGE DR. OPENING 4x 3" n 4" WINDOW OPENING 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 111 14� 1'"6�n 1 12� Z-1" 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED .4. 5" 1'-1" 5" T-s" r' N 1 4" T-0" 4" � 10" 1'-4" 10" N --- L <O co L a � N� /7 w ---- N 1n L o — L T (V ---- <V - co rQa 1" s 4T GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM `t COAT) I I • ACRYLIIC SAND F NIISH L_ I_ i tv r) �,,`` Q- f •� • E . ii ROFEWO\ /II�IIIII{�11 To the best of the Engineer's knowledge, Information and belief, the structural plans and spedflcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a My a Y cqLLLL (� Z J S 7g � _ 0� WO ��OjOi <� a LL � = OU 75 CO ❑❑❑ W Z � Z� Go N �j 1 v(D z a C1 V � O w 8 IN v I Ly N � Q UC,• r~ N y Q N O N Ci M W M L.L E N zo aLL zd 7V z9 Q E OU u wa o E g❑ g$ Do Z Z Cn co 4 W _ d � � NW Willc:l � g O LO W � c9 co NJ 04 o a� O m U CO (� r CION 0) O) = R N T T N 0 T E z ' N M o Z C QEQ O N C 11 CJ J Q O J JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. F1 A ELECTRICAL SPECIFICATION 150A/2 L CINDOOR PANEL CENTER NOTES: V „2t t r14 copper to ngnla a aullau ELECTRICAL CONTRACTOR NEMA 1 #12 copper to 20 amp ckts I R MUST VERIFY WITH THE 2W AMP/ 10 N10.2 copper to WH W Y70.3 capper to Dryer SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT V FIXTURES SHOWN ARE FOR METER S�OC LOCATION PURPOSES. 200amp 0or4l0SERAIu am 3" 150 amp UNDERGROUND Ormneol POWER CO. FEED Cl,� h 41 ere Cu Ground INTERSYSTEM •Y 'i �p Q UT�N\i BONDING p4GROUNDINGWIRE INk n" Vi`2h TERMINATION PER WITH CODE APPROVED v l: NEC 14, 250.94 CLAMP PER 250.50 AND lY 1 T 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 Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 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 13 THREE-WAY SWITCH &4 FOUR-WAY SWITCH $R 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 EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER JE!!:L 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 WP H.B. GFI DISC. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH QI ut nCo ELECTRICAL PLAN — ELEV—Al SCALE: Y4'=1'-0" C= , N N 1 N 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E ao ti C (8 aN cb a0 i! LL W dl tn�"L M cDu0d. J W a- wu YJa 0QYl U. a P w�MN_ ro m0 ILIL aZ� ZNoCl) y W9 Z Daa. D0 z z Z r` J a) z �_ .0 IN o 0 c W c Q � cm S r` Cl) Z W J lE E o OLL 0 0. ZQ w'' °w a Z N � a� °d� �Z u� tt ��., ~ o ZAD �= O 3 a 8 Z W CIL SEE J CD Nil O Z Lo ui W C9 .> c N f J N Y CN O ^�^,, � m U CD W d' r M o 0) e = IT C0 T— N N r M ,— M CN y o Z c E Q E H a? c a U JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS Al (TRH ATTIC VENTILATION REQUIRED I UPPER VENTILATION PROVIDED 1/150 Rule Ridge 1/300 Rule 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. ofSQ. of o ventilationt IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 29,00000 1,000000 Floor 2373 2278 325 1139 81 570 0 573.0 (Zone 1) 435.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: 14 "=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion < 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 / SO. FT. V not enough vented soffd is provided due to fire protection, the contractor shall use th following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) O [i J cog c _3 �ot1Z1lEtffFPf�tt ,,`�,• .. SRO WIVci —j F � " _ U �" � I?- 11A se F E 5 S ti Ot, t� n`�ittttttft''Et`,� To the beat of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) 8 � o O Oj Grp 9k aN� ,C14i, LL W dJ j op iR Vi r- r+ —r ku n ajM00 LL. d Y JMCM L L LL iL V _ �O �m 0�0(7 W Z LLW CD N a 3 imrn a 0 Z N M z W OU U-1 uvi ❑ ❑ ❑ r z z z � J d N [^' ' W '' nn V .O W Q V ~ EQ 2 � x U • N W ti g CO J__j E14 $to FcV V R` Do zE Q z L C WWb 4000= < Y �3 g z +J C � J mQ cwaa YZ 9N lo WU gg nj W $ICI 1 O Ln LL 120 n� W t>s C9 .> c N `° J N ^C^,, 0 U CO � N 2 N O = C,4 NLO N E O M H o Z Z E E ai a� 0 _j JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 5 TYP @ 1 STORY U.N.O. A S3 H.B. BUILDER TO . (2) #5 REBAR 4'-0" 12'-l" W.H. PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O I ; PROTECTION WHEN REQUIRED ■ I ; : I :: PER FBC I 351-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. '`' I iv I SLAB FOR HERNANDO I I:• I K N I J Cn I COUNTY ONLY •- S3 S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2--7t- 4'-10" 1::, I I VAPOR BARRIER EDGE OF SLAB 2" _ A.■ I CJ ; ; I GJ I : BEYOND WALL CJ I � a, 5'-3" V-10" 3'-6" � I A"o • I I l t -3 1/2 I (2) #5 REBAR VERTICALS w/ in" FILLED CELL c� ,_ „ ,_ -� '_ ' G : 2 6 x2 6 X1 0 FTG _ _ W/ (3) #5 E.W. S3 N-5" NJ SLOPE ' 7._1„ I (2) #5 REBAR "; I 2'-6" x 21-6" x l'-O" AHU ( I TICALS / In I W/ (3) #5'S E.W. TYP 1 STORY U.N.O. A I CC ici FILLED CELL r- I ICJ '.'.'.'.'.'.'..' _ ................. . 25'-10 g" 9-51 8 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. . I -4" I L (2) #5 REBAR -h INDICATES FILLED CELL w/ 3000 PSI I i' PROVIDE Y2" x 9" 'n CONC. GROUT FROM FT. TO BEAM /'/ RECESS FOR FRT. POOR SLOPE, I S3 s Q rn VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB %' HVAC CHASE TOP OF CONC./ PAVER T BE 4" 4'-0" I 4' 4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN %' BASED ON 0'-0" BELOW FIN. FLR.::: ■ , ■ ■ ■ ■ LOCATION • I HOOKED FTG. DOWELS 5" EMBED I �' I • .:: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / :::: ISTEEL" /i' ------------� ::12'-10" 4'-0" ' 16-10" 10' 10" v STEPS AS I PROVIDE 1 Y" RECESS �' I I I REQUIRED PER FIELD FOR SGD. REFER TO / KITCHEN ISLAND : MASON'S SLOPE FOR ' ' :::::: :::::::::: LOW WALLS OPT. iCJ. : I CONDITIONS �/ CJ r------------� CJ REF. -j-.. WIDTH / ■ CJ-I I ■ / - - - 7-- - �--jam-=- -- =---- �► - � --- - ..- - - - -t—� - - - - - I j - - - - ° TYP@ 1 L F I CHASE TO ISLAND � � .�... o0 t I STORY U.N.O. iv o o S3 I /i' I I D.W. I I I :: lit " A rn SINK / DISP ; ; ; ; { t M 3 1 /2" -- L 2�- 16'-0" 6-10" I 0 -0 ■ O I .. t iff ihL_--------- �---- --- —+----------- .---------I— ?- t - --- Imo— --------j ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ H.B+ 1 TYP @ 1 STORY U.N.O. A S3 FOUNDATION PLAN MONO - ELEV-Al SCALE: X"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN to CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ti -1: 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *"Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C oZ nit a C ` r— Cs c� P0Q ESS, To the best of the Engineers knowiedge, 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 c$ v rp4Lo LL C? we A N WLL w jSU, a. -9 U. Z �.2 0l'- W rnrn01 Q¢4 "j ELW a LO N 04j Z J y p D Z 00vVi C z z � z J a U -1 Co +--J 'U N o W Ori, s tn v s u c � Q r• Q cm M W J E 0� o 2 pcl Qj J w� z M �Yg z�� J i�p sZ W U y a O N oL L d T c� N co —j N .-. Q C O C m U f" N co O = N O 2 N (D N T' T E N "' Z z ' O E a L) ¢ o JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 6 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108A MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] OW4 AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft HIP -35.94 49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 r ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 Q SHINGLE: %s" EXP. 1 (2%) or tV32" EXP. 1 (ems) TILE: ly32" EXP. 1 (1/1s) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED � ,,a -e4 WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.1311 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 T] 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-(6:12 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNE MARK SIMPSON STRONG TIE Q CONNECTOR CAI SYP A META12 1420 A (2) (2)META12 1875 (1)PLY 1795(2)PLY B HETA16 1810 C H2.5A 565 D H3 400 E META20 1450 F HHETA20 2120 G H10A 1040 H FGTR 4725 HTT5 1 4350 HD3B " 3130 VGT R/L 2225 VGT - F 1 4940 LUS26 1165/1060 HUS26 1320/3235 '* HUS28 1760/4095 " MTS12 990 VGT - M 4940 MGT 1 3965 LGT2 SPF FASTENERS ICONNECTOR 9-10dx11/2" 9 - 10d x 1 1/2" 9 - 10d x 1 1/2" 535 10 - 8d 320 8-8d 7 - 10d x 1 1/2" 10-10dx11/2" 1015 18-10dx11/2" 3400 w/ (18)1/4" x 3"SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOF BOLTS 3740 58" ANCH. / (26) 1 0dx1 -1 /2" 3050 5/8" DIA. BOLTS 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 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 1005/915 "" 8 - 10d x 3" 1335/2820 "" 20 -16d x 3 1/2" 1720/3125 "" 30 -16d x 3 1/2" 860 14 -10d x 1 1/2" 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. 730-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 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY 3240-F USP MANUFACTURING, INC. SYP v1111 I v SPF 1 FASTENERS -10dx11 HTA16 1870 1585 1 10 -10d x 1 1/2" RT7A 585 515 10 - 8d x 1 1/2" RT3 345 305 8 - 8d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" RT16A 1020 1 1160 9 - 10d x 1 1/2% 8-10d RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS HTT5 1 5795 1 15/8" ANCH. /(26)10d x1-1/2 TDX2-TZ 1 3295 1 12 - 5/8" DIA. BOLTS JUS26 1000/1080" 8 -10d HUS26 2035/3400 --- 20 16d x 3-1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" MTW12 1195 1 1005 1 14-10d x 1-1/2" MUGT15 1 4175 LUGT2 13100-M 4520-F13100-M 3800-F 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16[ SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)1 Od x 1-1/2" " MINIMUM 3" MEMBER *" REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET S7 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: Y4 "=l'-0" cnt J L n c W 1V f ' �i,�"frrrrftttt4ttt��t��\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q W) � J 0 LL di ('4 CD LL a LL LL ZTa SY V C14 O W ��rnrn d Z LW ZN n N Z JJY N 0 06 J co W ❑�❑ z z z �p J Y d "7 N V) TU_ z (0 0 U Vi W O r.0 s V) c c chi � J E ffi og �e Q O oa z o ro wg Sao �s zC0C fn C y8 gz az N Ja s� iz ° W CQ� >^ 3 �� yW t NJ O 12 > Lo 0=C L om cm c� .> c N J coCN N C a> r cca N Q) • N O) CO LO r r N rn E_ " Z z a E O E H Iv w L) � Q p JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 a e vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS •�• C � -_ C � EG 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1T FORM 3 GROUT SOLID 0 _�Z it •' CC 0 /5 BAR CONE. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. =��01 01 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY U 8F16- B/1T tNOMINAL, tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS . re precast lint = 3500 psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #SREBAR MIN. ATTOP (1) REQ'D AR ALTERNATE POWERS STEEL LINTEL ° • a • ° • .M.U. #5 REBAR AT TOP A • GROUT MIN. (1) REO'D ° d 1.1/2" CLEAR D ° • n C.M.U. • 5 REBAR AT BOTTOM OF m w 2- r�i o LINTEL CAVITY o x ' -BOTTOM rU r 'j REINFORCING DED IN PNDE a o s . Q LtJ yt D Q D 3 td 5 REBAR AT BOTTC ' NOMINAL WIDTH �' R �° �, �° AS INDICATED (VARIES) rrn LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/detalis for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemenlibuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL $ THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION OF OF 4'-6" LL 4'-6" LL OE 6-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" C=� _J ci] O L' ;_ D ,,, ,>,vtti)tlaef{��trr kow NL o < `` a ,'• ''I..s F L )�C� �i frffrtt(It�st0\ . 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o EQV 00 0 04 C LL T I -%.LLto (A 30 rn n - w o. cN7 a LL N be �'L u-0 d , fs� Z tW s W � C' o O a ZN Z N-a OLLZ N 4Zj w 0 ao❑ Z z Z f; J d V) N�N l+l D .j N w � Ow LQ �N U C • a � _ S Cn M J E 3 go ? Q N O - !1'0 !o O Cl wa Z oO E N � ao �g �O ttZ � §�Z U vsi0 �p )2 Z`ynC y� J� �Z W o oZ o o � O = �LO M 3 ,> c N f° J N n� Q Y 0 C m U CO T v a� it N r 2 C � T N N LO E M c N M z Z a E E f0 U _j Q p JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. 8 a(. 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 ARSENATE A- WILL N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSE E (CC C) L 0 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 12 INCHES (914 d: MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318.14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL TRUSS FLOOR AND ROOF TR SHOP DRAWINGSA RE P T SIGNED AND SEALED BY A 0 0 S 0 BE 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 0 0 AT THE DOWNWARD TOP F THE GUARDRAIL 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3. 1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" " %" a CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 A WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R 318.1- "A rmanent sign which identifies the termite treatment provider and n 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 includingg all risers and spray heads shall not be installed A 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. FBGR R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBGR R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfell occurs before vapor retarder placement, retreatment is required 9. FBGR R318.1.5 - C ncrete oyerpo and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-0" of the structure sidewalls. 11. FBC-R R�l8.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of complianceshall 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 T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8' 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 a". 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 M ICROLAM AS INDICATED E ON THEDRAWINGS AND CAN NOT BE REVISED. n� -1 L_� r G; C f LI _ L nc �� .l``,�`�Ziliiti!!flfN ,K' dR0 ` V •�r� . r 0. RQfiESS1O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) 8 o co I a N � LLWW LL di (n 1- t- J 1 L 0�LLu_ Z - tm°' Rg w 0 tc�4 No Z C L 2 m z- Lo O Z aa Ci U U N W ODD N z_ z � z � J U) GAo z "- ■U U L w O tA ,.. U Qc o E E� E: so Z Yo ZI zC ro yx aZ N .E Q > Ln E° W N J N Q^ C CL m I` ca N C� I N rn m r LO N o z z E U ui a _j Q p JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. SN 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 anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 ,mod panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r / 1/8" gap / r / / 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 Ye" 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-staddng walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" ,y at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 00 5'-0" STUB -OUT FOR 0 1'.0" o o GAS METER Z 0 CV g • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (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 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I Ira 'A" 11ndl nails at R" n r `•Zi" Provide adequate bearing for each lapped joist. Halls SECTION an INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD, 90" HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS > STD. 90" _ CONT. #5 BAR I HOOK II �� BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN \ SEE PLAN FOR REQ'D j%?<, S PLYWOOD FLOOR COLUMN AND=' SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW ,q FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID /BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearin Location - V Series_ Depth End Intermediate_ 4 ® 9-1/2" 2-8d 2-8d BC15000s 11-7/8" 2-8d 3-8d 14" 2-8d 5-&F -- Clinch nails 9-1/2" 2.8d 2-8d - - when possible BC16000s 11-7/8" 2-8d �BCI6500s® ' 3-8d - - v 16" 2-8d 6-8d 11-7/8" 2-8d - 3-8d Tight fit --"" - - BCI 6068 ! 14" 2-8d �- 16" 2-8d _ 5-8d 6-8d - 2x4/PI web stiffener 2" min. ® 11-Z/$ 3-16d 3-16d 5-16d Yw ood/OSB required when indicated or BCI90s 14" 5-16d 4" max. 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 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 wail stacks directly over wall or beam below Load bearing wall must stack over '1� blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— - • ,MOM 6" A %' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 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. 7.1Y2" 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. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist kJoist 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. /4"-2" gap 1K- Backer Block 'Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth 0o I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM J • SEE PLAN FOR •• 4 . • FOUNDATION INFO d' STEM FOUNDATION GRADE REINF. SEE PLAN b d d • e ON I •r II-- a r/C 1ACHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • • (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Mlr'%f \ /r-1"1T1/1 A 1 TI 11•-fl 1 rA IP1 TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a d •. ed: d d SEE FND. PLN. SIZE 8r REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION e' SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE dd G_ , n rL_I I 7. _-J L7 ,,?,ow rj,6 G� 0 N •••• r G ✓F CI �i i��� OFE5�a10 0 To the beet of the Engineers knowledge, information and belief, the structural plans and spedticabons 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 potions of the drawing pages bearing Engineers signature and seal. Co V N b LL C dl .5 toy 0 C-, � � w 0- te' -9LLLL a 0; ZZz o Z �i m O r— ��NfO �' OJ irrn Q�Q =N LLW Mzyo z W ❑❑❑ V z z z � U o 0 V1 rU c �, �s U m W U 0 CD cc� 2�S a � E o U 91 a8 �i �IZ a• ZCN 1— S � 5 �0 w g � u Z L �ru C ¢� 8� < - ZZ }5Y W� m �LL z - J JJJ33$O111 O 2 W � V$ � _1% . 8 O > Ln W � (7 f.�. J 12 N .—. Q C a� O M U kn GAO Z N r -0 2 N 0) r— O -- = N r r N 6 P N C,)0 z a8 E E C5 E °� Q p ` c _J JOB NO : 20-8087 SCALE : AS NOTED SHEET NO. S N 1 I ig Q 01 Go IX J 0 g' A a N N 0 c�1 0 0 0 N G a ME- V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD '• 11), A. TRUSS @ 24" O.C. U.N.O. a ' ° ; > 4HURRICANE ANCHOR @ EACH &FIr TRUSS (SEE UPLIFT SCHED.) W/ ° e 12 METAL PL. UNDER EA. TRUSS (NIP') VARIES MOISTURE BARRIER = SHINGLE ROOF 8 " - ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSHI - 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" S3 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 SOFFIT 2x S.P.F. STUDS @ 16" O.0 SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS LOAD BEARING OR 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL 8" C.M,U. TYPICAL SEE CC/S3 OR N NAILER G/S3 FOR ANCHOR BOLT INFO. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) "SIMPSON SP1 ARCHITECTURAL wl (10)10d NAILS FINISH TYP. 1x2 PT WD FURRING @ 24" O.C. t 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) D 1x4 P.T. BASE NAILER D ° I I — 4"1 INSPECTION NOTE: g ° D ° DD 11111 I 31/4" BASEBOARD PORT AT EACH "FOR BEARING WALL _ I — FILLED CELL TYPICAL W/UPLIFT ONLY _= MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I I=1 11=1 I=1 I=1 1=1-1 11=1 1=1 11=1 1=1 11-1 I(=1 I MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR =-I I I=I 11=1 11=1 I —I 11=1 I I=I 11=I I I=I I =I 11=11 I=III= "—' l MUNICIPALITY. CURB DUE TO SLOPE —III=I 11-1 I I-1 I I —I I F_ 11=11 r 11; ;-� I I-1 I I — "— CONCRETE SLAB W/6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR "FIBERMESH"B DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/ EL OW GRADE � SLAB INFORMATION. � M �, ° y 1 00 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► r ? min. 4" BARRIER D; p 1 N °4 A. a COMP. SOIL. '- 00 (COMPACTED TO 95% _ (1 MODIFIED PROCTOR — I S( ASTM D1557) -aiI - 3" MIN. CLR. — (2) #5 REBAR CONT._/1'4" ON 3" CHAIRS TYP. (1 STORY)l STD. 90 HOOK (SEE 4' MIN. U.N.O. 4" 1'-8" (2 STORY)[ DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-( OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEY PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14 O.H.D. RECESS z 13' O.H.D. RECESS PAVERS 217. 411 J. SEE A/S3 OR J/S6 SEE A/S3 OR J/S6iT FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE (1 STORY) / 1'-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 ST RY) 1' " (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,1.1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �r 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. U(12) 10d NAILS U.N.O. _-A zz I 1 SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8110 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" - - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD " SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 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.OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2 WWF OR FIBERMESH WWF OR FIBERMESH C lR 4 ° ° ° ° ° ° ° ° ° ° 4 ELEV. -0'-31/2" Z �31/2"MIN. �31/2"MIN. a ° 4 ° ° ° ° �. A.F.F. p ° ° 4 2x4 CONT. ° ° U_ ° �. ° ° ° ° g ° ° ° N ° e e ' 1/2"(min.)- 4" �+ > e 1/2"(min.qA' ° I 1° • 4 ° ° Oo ;0 u 4 GARAGE DEPTH VARIES ° ° 31/2"(min. 4" a 31/2"(m n.) - 4" - — ° ° 4 ° ° ° (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. 411 GARAGE SLAB AT STEP rB U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL("C� @('CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 VOID 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING PCs r OR NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 0 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C ON "N10 S INSULATION PER FBC AND ENERGY �/ C 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /� INTERVALS NOT EXCEEDING NOTE: 10'-0" (R302.11) STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 '. IN FILLED CELL � �� ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. I" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 10d NAILS C. VERT. BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 MIN. 2500 PSI CONCRETE SLAB W/ " EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 20 MIN. LAP [24" MIN. LAP SPACE ANCHOR 3500#, MIN. TENSION 2600# ! 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE " � #5 REINFORCING ) EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH ; E PER MFR INSTRUCTIONS =D FINISHED #3 OR #4 REINFORCING BAR v o e u GRADE 40 MIN. Fy= 40ksi a s . N z_ #3 & #4 LAP SPLICE Z p e FINISH GRADE °O 25"MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy-- 60ksi] a — A [ I — T w _00 w 6 MIL VAPOR BARRIER _ e #5 REINFORCING BAR R 1 7/8' �' III—III=1 I- ? #5 LAP SPLICE _ — (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP) ON 3" CHAIRS III=1 I=1 I I= N COMP. SOIL. (COMPACTED TO (TYP-) 8" 1'-4" 8" =III=IIIt0° -.i 95% MODIFIED PROCTOR ASTM I I is --- D1557) NPITIL V.4" V 4° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. S3 SEE PLAN 1 1/2" RECESS FOR —V� I VAR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. _' CONNECTION INFO ° SEE PLAN FOR " _ " TOP OF BEAM IV & LAYOUT DESIGN n v N \R w/ OPT. SEE ROOF PLAN ° ° • M c NCLOSURE (2) HTS20 FOR STRUCTURAL E _le _ BEAM SIZE & CONNECTION INFO M ` d' a L )3 1/2" GYP. BD. P T 2x l' I I 2x4 #2 SYP P.T. FRAMING w/ -rM MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cr- a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o N CONNECTION INFO. SLAB STEP & RECESS S.G.D. r1M CONT. BEAD SEALANT S3 0 � SCALE: 3/4"=V-0"elle, • • A' • ..: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS 4. 4.. -3 1/2" COLUMN TO PORCH SILL " MASONRY WALL AND ' GARAGE AT 8 O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS 8-O.C. ATTACHMENTS EXTEND FILL CELLS @ c J EMBEDMENT @ 12" O.C. TO FOUNDATION PAD E STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT 7 = w/ MIN. (2) #5 VERTICALS z A a ° TENSION 120#) CONCRETE SLAB E -�, FILLED SOLID (SEE PLAN FOR 711 1=1= _ ° a 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c7 ;III=1 I ° °� =1 1=1.I=1=I' I —I I —I III�1 I I=1 I FEI I I w ' WWF OR FIBERMESH ; z w :III —III I_ I=1 I- I z J_BRICK PAVERS or SLAB PER S o _ z 0'-0" FIN. FLR. COMMUNITY SPECS "' Cl)6 MIL VAPOR _ — _ I-) =III=I =III=III =III=1 I I==- FOOTING BARRIER — III -III—III—III= I I —III III=III_=III- U i t-1 I—I_I I—III=1 I „I_I -1 11-1 I I—' BEYOND PAD REINFORCEMENT �i 1=I 1=I —' 3" MIN. CLEARANCE 4" 4" CONIFOUNDATION . (SEE SCHEDULE) FOOTING WIDTH • SEE SCHEDULE INTERIOR WALL SLAB STEP NON—BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL N SCALE: 3l4"=1'-0" aaue: '' _''-0' S3 �SCALE: N.T.S. S3 C= r� _n 1l - I _u C=�) �/ • r V 0. Xl�. '� • F Ira •'' �' rlr f r l l I I 11 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 stnuctural engineering portions of the drawing pages bearing Engineers signature and seal. W $ °o n ik 0 Lo LL u" wa 0 rn1 Y) t� 32 -U Lu LL ti ii 5 W W �wro �CIPrn zMZ IL a = W OU _jy OD❑ 0 v z_ 5� z gf z N 0 4-J LU 0 c w c � 0 a S� w E E O 0o $ w� Z° Z (U ~ E¢o O OY oa U OU C14 o z � c ZLL gz 8 arz W U p 1� � Wj % �2 O Lo a, W � C J N C Y 0 m U 2 04 T c0 O O� N rn e] M z z d E O c U y Q p JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. S3 (MONO) ;J t1� (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT t- 2x6 / 2x8 WALL BEYOND -\ FLUSH TO THE OUTSIDE //-SEE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP EVENLY LS SPACED EVENL EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ WT4" O.C. FROM EACH HEADER FACE EXTERIOR J O BLOCKING WALL (2) 2x HEADERPER PLAN SCALE: N.T.S. WALL CLEAN-OUT2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 x 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D SCALE: N.T.S. S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK -OUT (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED 7 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT l TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 IL NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"Xi6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -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. .■r .., .. -■■ � _ . • . • - • . • -- ■!■!II lil■■ �I�lI IIIZ� ■■III. III■� ��IIII I��I� �■lil III■_ ■ 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. 2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J z T 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 j TRAVEL DIRECTION OF GARAGE DOOR - MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF �00� 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", " 71 AND 96-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a IARAGE OOR vvvn r r.nvr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK Ko K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3) (2) (2) (1) LSTA30 9'-16' (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE *" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR ol 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR o GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) 0 O/C FIELD 7 9 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4"EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 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 CONC. FILLED CELL—` W/ STD. 90o HOOK IN K.O. BLOCKafg- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP /�� 2 ROWS 10d @ 3" O.C. (14 SPLICE -7/_, / NAILS TOTAL) EA. SIDE OF 48. SPLICE STAGGERED • �10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d as a `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECESS SP4 SP47. a SIMPSON SIMPSON SP4 SP2 .f NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 TYPICAL INTERIOR NON BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED ip I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 's (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING G 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4- O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o S4 B e SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. T c r== C \ q r. Ga�E Z lZ •• G✓ : <_ N _ < 0 . v 4 ,• F l-0� ' 4�OFESSIONP ,0, ��''t�l1l111I111!`�`�w�i To the best of the Engineers knowledge, information and belief, Me structural plans and specifications oontained within these drawings oDmpiy with the 2020 Florida Building Code - Residerdlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Capp tp Lo 0 LL W a - "n � v CN U� T LL a a 0 -9LLii .22a I o1,2WW W2OjO' 1 c c m O J d�a _' N Z v a lY to p v 3 vvi z z W p 000 V z z � a W cz Q) (D € + U N W OLnW 8 w 2 U c � N� 4 ZzZ Q _j tl E `21 W o aLL $�)Np 6 N Z• o w wm Fm o E mzc o gg Z z N� wo d�O �� mO �o M cLL z wm `" w Z � W a U �W xK J4 1 O > Lo W � .� c N cj J N lid C U a) O ca U CAD N qqt r '� cca o 1: N = N ° N r N "y' Z z E O E E " v :3 c a U _ cc ¢ o JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 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°± / 37 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ • AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT wl (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING • 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALL BOARD [��1/2" GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM ATTACHED SHELLS 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS W/ 1 NAILS @ 6 O.C. w! @ 6 O.C. Cr THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD GE INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 911 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, MAX, g" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/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 (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d 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 2x47' ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1Odx3" 4" O/C FASTEN WITH 1 Odx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. 2x4 "T" ON TOP OF PANEL @ @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT wl (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"X2 1/4" TITEN @ 4'4- O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 85 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 �, M X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N � NOTES AND NAILING INFORMATION fO � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ Ill. 1/ " (2)16d NAILS -WOOD TRUSSES `° � 2"x4" CROSS BRACE APPROX. 8" FROM •2x4 RAT RUN BRACING ^ RIDGE FASTENED AT AT 24" O.C. ON TOP OF t IV tl EACH JOINT w/ BOTT, CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE • ATTACHED W/ 2 -16d 4�t 4�t NAILS @ EA. END 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 & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL DO I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 85 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD 2i` —JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL L 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C (2)12d TOENAILS NON -LOAD BEARING ON NAILS.COMMON OF BU.C., SAMENUMER OF ROWS, SAME OUTSIDE PACNG) - D TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION" 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 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) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"X6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �VIV I . DC/1RIIYU GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX, 0 CORNER JACK � x " a cc w z Cr U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4'7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL mu W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll , 1111 1�II'll�ll �64, o �fll1ll.11mm �� z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4- O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN ( L AS PER BCSI SCALE: N.T.S. e c SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION f C _ _._J I Q? OW N 6� .. \Q F `O4 RoFS1o� \`,�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4 g g � # 0 Lo N N d C ia�� � J J tL -LLa 0fi h h 32 .LL J W Z OC r n�p..pp'oo o W "G Dn' D' •1 a'OJ � Z a I N M Z o< V7 0 . 3y _ W ❑❑❑ � z z� z a- V I N Q) z Ur Cm "U �0 — g to c U 0 Q N M o E 05 �o =zo O w 10 V oa OU z4 N � �� �o �W ^ N O g zU.)o Vi I <p Q Z W 3 01 2 U d� Jaa O 'oµ � E5 o x CD CID o tt gla 3 O > Lo W m a .!co c N N .-. C 4) U N CD m o 2 N 0) CD � T LC) �-- r N E ' N 6i z d E E U _ ¢ O J JOB NO : 20-8087 SCALE : AS NOTED SHEET NO. S5 Z' ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX. 8 DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16 @ (TYP') (T BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH • 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS n 3 DETAIL D. 90 HOOK (TYP.) STD. 90A @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID LIDLS HOOK (TYP.) BOTH FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT JIL METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1l2" DRYWALLIIJI NOTE: EACH END WI MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH ... TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4' FROM EACH END w/ 2x8 P.T. " NOTC FIRST COURSE +2 @ SIMPSON HGAMIOKTA @ 12" O.C. ATTACH SECOND PLY w/ ' w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4�� DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSESFILLED K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 # FOR 2 STRAPS :. FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" %' SOLID W/GROUT ' 1 PLY PRE-ENGINEERED TRUSS A " 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS ALI . BLOCK HEADER ARCH BLKG&BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ;. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" •' ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIX�GONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR ,,...;••.•�. FURTHER INSTRUCTIONS. 1'� '•, SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS . . BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN .;:.;�� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBly ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF F -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU �- 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL (2)10d NAILS @ 8�� O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , XOv RygH TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + RNGTH r_ ifr- rr 1 0 5 0 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B-g ROOF SHEATHING ATTACHED + REQUIRED ° D EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° ° /4" MAX 2'-0° 8�� TRUSS + SOFFIT ° ° ° ° ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON / + + 10" p ° ° CENTERED W/ 2 ° BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ... ° ° °D IN TOP N 1 X 4 FURRING 8d NAILS EACH TRUSS _ ° tg KNOCKOUT / CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR '� MONO FOOTING --_I I D ° ° •' ' ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° 2 x 8 VERT, BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � ENTER SO IT CLEAN FILL DIRT � TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL Nil STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90' HOOK TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD FOR OVER HANG FILLED CELL 8d NAILS START OF ARC 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") v s o 's 4 o ' o BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ` - 7 � INSTALL WDW, SCREW THRU OSB INTO 2 x 8 I" SHALL NOT BE FRAMED AS O.C. " �• ` � �' �• � o �, �• o o � �• ` � -- �. I ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K HIP. DESIGNED ONLY FOR THE SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL B-B SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS SS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga, PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" } #5x6' EMBEDDED INTO EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON A 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6-41 EPDXY MIN. 6" EMBEDMENT & ` Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE � � � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL j w a A REINFORCING AS FOLLOWS: a to0. 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : p' e j g PRESS PANEL REINFORCING INTO PLACE. � z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .° .> g EXISTING FOOTING (2) #5x6' IN CONC. c'� Qn ' SMOOTH. DO NO FURROW. ::.,: ; ; :''' ° . > N FILLED CELL `I DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° REMAIN FREE OF MORTAR. z ' \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° �� 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4"-1-0" „_ -, " SCALE: 3/4 1-0 FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U L � c Cn��11�� n LAJ • .�o 0 J O� _ Q �aoc��ti •N� ., �- FL0¢' q'70"' �\ O fi E S 5\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW 8', Lo o C*4 Ol N LL tp�p it LL W di (Ii ti r� LL W 'L rn a Z 13 .2LLU- O � 2; R °a 1_ W_ eo4� o A�pjOi I � No yak N �,� 2 N p _ W ❑❑❑ M � V Z N Z Z n WCz a al �40 _� N LL O N c r' C) It • ¢ N s r_ � M N w J LLY o = o E U <� o W Z ro _03 $� ao �a z Z 8 W � MI5 a IO > Ln L °' W � .> co J N N Q C W (a) U O ^' m W � r cca N r T E z N c� o z E O E a. U q 0 JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS :33 SEE ROOF PLAN SHEATHING .b 2X4 BLOCKING BETWEEN TRUSSES SECT,. A -A G.T. •� ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN 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) 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 2) SIMPSON HETA20 w/ 8) 10d EXTERIOR SHEATHING ( ( ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 < WALL SIMPSON MSTAM36 w/ (7) 10d SSES GIT & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (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 CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 1 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE �i VARIES SEE PLAN FOR WALL LOCATION LOCATION 2x4 #2 SPF STUDS @ 16 O.C. W/ EXTERIOR SHEATHING ATTACHED N 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 8 SCALE:NTS MIN e SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL SCALE: NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SCALE: 3/4"=1'-0" SEE PLAN FOR CANT. t-7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C -� BM. SPLICE OVER CENTER OF POST �� y i SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. CORNER SEE FOUNDATION PLAN FOR MORE INFO �>r 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 I BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS iUQat!WiTiv,l•Z4L (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON q.. 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 Al, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS 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)10d 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. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" 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 ROOFrq_'N� 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 FLOORING LOW ROOF TRUSS W/ Z(2)2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 0 G� r—o U CC---- D - _.I L _ Lu l _ .... lb � C) � O !� f 4F• � ��• q-\ FLU .. O . S OX rD rrr� FES� \\\ iR � r !lt1111111`t\\�`\ To the beat of the Engineers knowledge, information and belief, the structural plans and spedflcations 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. Ln Ifi G a 11 13 ti u_ a `` Zug ,° yjCo .— N G tY 0 rR�QjO', d z LW a N Z W N p 65 Z o� z z z � 13 N Q) 2! c 0 0 U' O—� s N w Of � W U • Q co d w Q J E �E oLL �• 'T Z o E tg .8 zM N J NNN'� G �8 a 8W iW U W UCC 3 �� �f N� SI Mj °zed 03 .20 > Lo � ^1 W r, • o NJ r� C) ^C^11 W U N CO CO I N� CO T Ln r r N M N M N z E C) U LD w a Q p JOB NO: 20-8087 SCALE: AS NOTED SHEET NO. D1 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 •' , , 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing Installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL o 0 0 COMPATIBILITY SELF -ADHERED FLASHING e ""WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING (SEE DETAIL WP07) ED FLASHING 8 2 SELF -ADHERED FLASHING 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 NAILING FLANGE DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK I- SHEATHING SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as I # in each detail that corresponds to the numbered items in the list o instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'-4" PER PLAN 1'-0" PER PLAN d SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4%1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, - with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O 71 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB 8 HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (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 (BEFORE FOLDING, SCORE the building g p p j p SELF -ADHERED FLASHING, r RELEASE PAPER TO EXPOSE wall with a sealant with AAMA 800 or ASTM C920 Class 25 Grade NS or rester for proper joint expansion and EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 7 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 gutters. SELF -ADHERED FLASHING PATCH a a AV dd PLASTER STOP - W Cn CONTINUOUS BACKER - U ROD & SEALANT W w x � u� Cr w �3: X A Cn FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE .4V 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) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - -- SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all n� � I C C_ C NL1 0 !V N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F 8E LO oo LL 0 W .9 (nNo12 # r+ ui aic�v a Y a 0 Zo 13 t f�0 4� io } N G � C)J Z CL IL MZ �¢tn O Z OU t)5ti W ❑ ❑ ❑ cD Mz z � Q ? o- u' z 0 "U U_ - e OW 8 V) In C m C Q �0 N OD M o� 8 Eg ao Q 8 �_ ❑a ZE N f0 &0 W� w Z g; ro wo �� Z� Z 1 N J� w g� 3 z acW> W U'� ' IF E 0 O > U) X L � .� c N ca (V s � C)Qa-, n' m U C� W N CV r 2 04 O = C,4 N r T E co Z Z a E C)v, s a; 0 a o � JOB NO: 20-8087 SCALE : AS NOTED SHEET NO. W P Mounting Bralt:kfils I10 Gaugts! +1/2ex+1/2' x2-12a as rick Cross Support (May be cut to W) See Anchor Schedule Rlght Bracket (16 Gauge) 1 /2e Dia. A325 W Iv. (TrP') t 0 OF #14 Self-Urlling Screws 1 a3�a" A/C Unit Bottom Edge Hurricane Strap ! (Typical: 3 in front) washers T Front Cross Support Self-L,Dcking Nuts (May be cut to W) Left Bracket (16 Gauge) 11114 Self-Mling Screws Thru Brackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurdcai a use) ION IN FORMATIO4 an.hn.adp e1lNnsou"Fe . as puwm i antis a" Hanxme, Air Room p� � �DswIa1B awYaW Mpe allnag Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detall pegs I of 1 In41 Cm Anift, IN ALL lies go mm Yanlm mmudKhgw crafted Maiga ad.t Y� Mti S&MUW EMIABO Approved awn Judo 2020 Drual ushIs, Ina. Ju8humsle Zsdmery R PMst Loeb Bowden FoR OBn012020 06A182020 08202S12 020 10N020 Apprond CMoeory: Raoeng (502) 303-1511 PE-74021 (334) 300-1000 eubCalaear: Mehl R Imo phurNte®draamsl.00m COmpbmo Method Evssuall Roped From ■ Florida Registered Architect or a LlcenNd norips professional Engineer Approved la Use A t0W gdm AM! Product dsahNon In NV IZ Outside RIM 61Meii tll PJ7sla! 1 Drell Malel Rooitnp 4ystomn DMC 10ON3. DMC 15033. DMC 1758. DMC 2003, /20i2020 Yes No NA WP1a0 DMC OV Florida Department of Business a Professional Regulation Building Codes and Standards Product Approval Application Detall Pegg 1.9 1 IF4=1 a& xwfta ad& go 2MLbR" 291 mm xudm oxnamm 222" ! honed ilimtilad E,RCallemlel 622MIm mam AlenaUm 2020 Sand Vent Product. Ina Micheal OIMam Hormses F. Nororo P.E. Loeb Bwdan P.E 12n8/2020 12116W20 1225M20 Approved Cdogi garl" Al CompMents 4877) a1.8388 PE-73778 (334130P7800 lubCOeowr. produce cerodueed at a Float a nfoBnarl-I won Nov Temndogy Caryl-Mdhod Evaluation Repel from u Florida Registered Arohled or a Lp.nsed Flenda PraNs1MM Engineer aeepd,to Use Aaerova.f« Ues, kill = owim �� Rahn Medal. laarib.ror llerNProduct Doearled.,f In wvdi 911aYY1.IM bdem l'11 1 BrNdVnl Modal S16t0-310 Dualle ndio FhodandV rft§ nWnt 121312020 Y. Yes; N/A NOOF100 2 aNAVnt Modal sit 5441, 1 Dul Function Flcodeno VetUBm VSN 12/312020 Ya Yes NA .100F/00 3 BmariVornl ModMa1540620 IMRIM Flood Vat I2131QO20 Ya Yes WA •t00F100 4 BmodVant Modal MI340.521 1.1.00 Food Vat 12/312020 Yes YN WA .10M, 0 5 G"rtvmt Model 0, 64a574 Intl 0". Door Flood vent 121312020 Yes Yes NA WA 0 Snamvmt M." (M 340.570 Wood Well ehtl Flood Vent nac 12/312020 Yes Yes NA .t00F100 7 awMVNt ModaliMUO.374 1456qud1: GareN Door Flood Vent 12J12020 Yes Ya NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DoUll Pop 1.6 3 1/7/MI > 21M no > lip lm 1llulaa rIGiQImIR mMDrLaLIluola rrarlaaL >alg" awmad EW.AM a>a ad& R.N.lan 2020 Thormle-Tru Ccrpoadn aleva J.speran Lyndon F. Burned. P.E. Ryan J. Kim. P& 0723/202D 07/1=020 07rmo20 1011312020 Apwov-d Cael EdeMr Deere (800) 843.7626 PE-43409 (613) 7874555 MIOCalegory: axngn9 Exterior Door AseanOMs tj"perunothe tm.,o Caeplance Method: Evolual Roped van a m Flora Reserved AarAa,t a a Lknaad Foods professional Engineer OI11A EsO�umgtlm Q,Wft Assurance t�l9tLI010tlO Approved for Use Amain MK Iamm OwNL 10 the llitli halal alII m ltRM P I . Therm►Trp Rba.eloule er d anoah.aar Nominal 68I3B;6 6qud;Impad6gua; OP.W. I2n12021 No Y. Yes WA Composite Edge Floofgass Snl. Door (lnvothWOurtl X eonlguratm) 2 b Thoma-Tru Flbsnele ift and Smooth -Star Nordna M439A squ.,11.et6qua; Opaque 12/312021 No Yes Yes WA Composts Edge Fiberglas Single Dca ash slows( (Insengroutswmg; XO, ox or OXO emsgore vas) 3 c Theme Tru Fl a -Clue, and Sinooth-slur Nominal F1&VSi bqua;impaeaqua. Opaque 12/312021 No Y. Yes WA (bmpesN Edge Fiberless Double on Dow wa whatadel (In.wngfwtwng:XXorOMO Nn"Ows) 4 d, Theepe-Tru FnMClmsle and Smooth-Mor Nominal 86639;0 6qua;lmpaclaqua, Opaque 12/319021 No Yes Yes NIA Composite Edge Fibarglaa snow Door (In.Wing/Outewil X coeguratln) 5 a. Them-TroRbePClmele and smoolh•atar Noran.l luuto 06gud;lNeXuX6guw, Opaque 12/3141021 No Yes Yes WA Composite Edge Fibergess Single Door with Ie40le(4) nn.wneQmwin9'. x01 Ox or oxO con"donM 6 t Therms-Tru Flo Chalk and SmodMshr Nomura! 96,139;0 6qud;lmp.diqua: Opaque 12131=1 No Yes Y. N/A Composite Edge F,borpless Douse mbar with a wthque adalmm 9n4wnprorrMAria xx or oxxo canllrradms) 7 9 Th-.Tru FDxClasia end S eelb as Nmwal e60M.8 aad;lmpaa6aud, Glued 17/312021 No Yee Yes WA Conpovte Edge F,bsirlas Single Does (InswnemOd4Wing; X m1guralon) 6 e Them»•TruFEaClasleand tanoolh•aar Nominal SiMol"OtIM"C8quogGlued 12/312021 No ra Yes WA Canpaeite Edge FlbN#a Ell pooraen ada ws) (Invainglo-u wing, XO, OX or OXO wn9puntlan.) 9 I. Thermo-Tru FIN/-O4Nk No SmoothFopir Nominal 66400A 6Wa;Irlpectl Glued 121312021 NO Y. Y. WA Composite Edge Fib"Nat t Douce Door with or wthqut adalaas 9n.wnyouisana XX«OXXO cail9uh lone) slaw l.AlMHmga A-,d For Use AeglID.al, U, IIamA 2adw t)aWl Pro&WI m CYMtiI In KM ILdibb lOfi madA t t1�LUQ2 12 1. Tnerma-7p Fbor,(Usala and Smooth81tar Nominal SMos:Q 64jd;Imgd6guaL (MhxW 1=11=21 No Yes YN WA Composite Edge ribil so Coupes Dow sain or womt slain. (IMSW" Vwg; xx«O)XO aonspaetlan.) Florida DepaMlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg. l d l IN= fade tlatlBLet 2111 Otte RNLBo ma to mu XKMQ WQWWUM gm" 11.a1f iLa1011 1/andebdav )faIom &Lobo FJCAOormsl AMMUd am RWOM 2020 POT Industrials im$R..ewlld MamLDede BCCO-CER Mlard•Dade aCCO-VAL 11n92020 1028/J020 1124/2020 Approved category: Extorter Door (941148"100 (lee) 315.26N &*Casseory: aldng Ert la Door Aeambses saoasagpgh dul"N.o Cenpllapo 044hodt Caret M( hank or Losing an Use Aoalaltldmluse I,md getlm RIAEL Ca�amJ01.MltimLli IN, Fill AMMM l7YW[! D SGp3370(Larpe Ws7N mesa) VII eking lass Door 0FAQW11 Y. Yes Yee WA January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a 1 Category/Subcategory Manufacturer Product Description Approval Number(s) Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 FTest A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) 0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FD(ED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4e ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E_ ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032r Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 reef N O N _CVC D,e..a U Florida Daisaftent of Business & Professional Regulation Pegs as 2 +� Building Codes and Standards In/292h 25 ca- CL) o 0 Product Approval Application Dteteil iZ • C5 -1.-� -0 a- Q% > tmMmut»Iu VWMded d Y21WYtd aukamedFeclmmovr mm %rahoa IlaaenMlna Cp Cl) MMMM 2020 ThermCorporation a-Tru 81emw on JupersLydon m F. Set ldt. P E. Ryes J King, P E. 0722202D 07/12/2020 07292020 10M22020 Approved U O C.hgw OwlDoor ISDD)643-YRO PIE-4a4Ds (513)7a7-SW $LbCMepmY: arh ping DOsnor DM A$Wrbiim sj&WW o Qlhwm m co C 0 VI Car Moo Mahal: Evaluation Ropor From ■ FMrlds Registered Nmitea LIOW"d FlOrids 0 �- a. Rdeselmal Engineer _O O LL cv C o �a. Agaran11.dw tmtMsc glum O > �t hNAML s VNZ imQl� tttlldtla101tli ltdllom Pnrilu cn � 1 .. ThsrmFTnl FIbePciomm and amoah-star Nominal 86039:8 dqu«:nMdsdJa: Opaque 12/J12021 Yes YN Yes WA ' A \ O Cmpoat. Edge Fibsrlse.8alla Door {nswndOulewnp, X consourshon) '^ v, CD } ^ CL 2 b. Tham.Tru Fibeir-Chmkand Smooth Nanlnale1163s;8agnaLampacu 12Af/2021 YN Ym Y. N/A N 0) O -Der Wot;Op.que Composite Edge Fborlass Ongls Door with //�� i s, y ~� �'� CL Dalros(a) umwit groawAng'. xo. ox «oxo U Q "insgenllM.) a - 3 c. Themee-Tru Fibs-Clacwa and trmoolRSler Nmenal 8663e1 6gnXtAmpie%quot. Opaque /2MI/M21 Yes YN Y. N/A Composite Edge Faerlast Dorbls Doe ath or without aM.aN (Ine singroutwrola XX or O)0o cmllourealme) 4 d. Thiame, I. Filow-Chusk and Smooth -star NdhdnM 8"-.06Wq;•putsWa: Opaque 12F312C21 Yes Yes Yes NIA Compete. Edge Fil-oh.O gk Door (nww grouwno: X conlauraeen) s a. ThennrTru FINPCRak and SmooN 9er NOMM H1030:0 aqudt:W"d&qu«: Opaque 12/312021 Year Yes Yes WA C. W**' Fib Edge erglars Mngle Doe with >gdehll*.) 9mbeathg,OOtswng. XO. OX or OXO cmepurotlmM 6 F lh hail Fltw-Ooeslc and &fwcM•Saf Nominal aa39:0 6g9a:a1gad6q ol; Ouqus 12R31/2021 Yes Yoe Y. WA Composite Edo- Fibor0o. Double Door with or wthqut BldOWN (InsWnnerOdlseing; XX W OXXO Omegdatlms) 7 C Tilemla•TM fink-Clecsk and Bmesm-etor Nominal 54"1.e dqumenOad&qua: Glued 12MI/M1 Yes, YN Yes NIA Composite Edge Fgwrdea Single Door tn..eq)IOu mkv;XeenllgurebM) 8 h.Therms- Tru Fbgr-Clsssk and 8moon4kar Nominal O6a3B;66Wdt;XnWctil :Glued 12131=1 Yes YN Yes NIA CanpoNM 6*4 FXbergiNs Slngio Dow white slaotea) (InswingA31tworl Xo, OXor OXO 9 I. Therms-Tru Fiber -Classic and &Mdh-Der Nominal B6e36:8 aWd:trpaet8qua; Glued 121312021 Yes Y. Y. NIA Composite Edge Flborgiau Doubts Dow with or without Saalaa (Inawn900ulswng: XX or OXXO aolgoralioc) 10 ) Themes-Tru Fiber-(2eaac end emodh-91w Nominal bull 44iruLerpao6quor; Glued 12A12021 Ya Yes Yes NIA Compoaite Edge Feargiaa ands Door (I seirwouhnsing; x Ontgurefln) 11 X Thwms-Trupilb-Chaeiaend Bother -star Nominal 86410111;06WoLImPag6gnt; Glued 12MIrMi Yes Y. Y. WA Composite Edge Fnorpat Simla Door with 81aI0aq (nwn010a.witp. XO. OXor OXO dmsguMlmq 12 I. Themm0Vu FIber-Cirew and amoothstsr NaNned U939:0 aqua;np.d6qua; Glued 121312021 Yos Ya Yes N/A Composite Edge Flear/eu Double Door with or without BMWm OnaW nyodswna XX «OXXO eanigurellms) 13 m, ThoNNWTN FINPOask and Omodh-ahem NwdnM 66e38A 4eicgn"CulglbeL Opaque 12312021 Yes Yes Yes WA Composite Edge FWrlaa Single Doe with 6Wd;Non1qpsdBWa; adata(s) (newseDuawng: xO, OX or OXO col"Ma l 14 n. Tharrul Fiber -Cask and Smash -Bier Nominal 68038:6 aWa:kntnddqu«; Opaque 12/312021 Yes Yes Year NIA Composite Edge Fitaless Double Doe wlh aqua;NahNNa6qua; redeem tnswnglOuhw ng oxxo *O"OUMtlm) 1s a Tharma-Tru FlooNCil and Smooth -Bur Nadnal 86e39;0 aW-tin Cute ;Doom. 12/312021 Yes Yes Yes NIA Complete Edge F9berlem ante oat WON 6Wa;NO(Fimpaa&qua; sld*M(u to,"9110utwng; XO. OX a OXO cm$pmOons) is p. Themh►Tru Flb-Chill surd Smooth-Bhr mInd 60809:06pud;ImpaaBWa: Grow. 1203141021 Yes Yes Too WA Gatepost. Edge Fiberaes. Double Does van 6qual.-Imp4d&qua; adepts (nswnofoubwng: oxxo aodlat"I 17 q.Th-rmil FlbarClecak and SmmM-Bter NaanM 66630:68WmNgn4rpsdequd: Opaque IvIlla021 Yes Yes No WA Comp.M. Edge Fib"..9ingle Door (n mor,li Oubalg; X oansgirretio) 18 U'M"m Tru Fiber-ChWc and Smooth•9hr N' 86e%;B 6Wa:Nan-IR)KI6Wd: Opaque 12/312021 Ya Ym No N/A C.V..M Edge Flberglan Single Data with Sidehle,$)1lNwnyDutawep XO. OX«OXO C«legrX.hM., 19 a. Thema-TN FIOa•ClmNo VA SmoellFBtor, Nominal GM30:8 &aW.Nm-Inpaa6Wd: Opaque 12/31/2021 Ya YN No WA Composts Edge Fibergisse Double Door oth a Without swo. (InewinpbulMna Xx a OxXO omttua lop 20 I, Therma-Tru FtHrClsaro and &noolRSter Nominal 66e36:0 6eImNwWllpsXtsqu4I: Opaque 121312021 Ym Year No WA CMVNt. Edge Fpalam snle Door (nerelinglCubwleg; X cansgiao l 21 u. Thame-Tru FIWICI."W.n69meeu Mr Nominal 611111i 6Wo1;No-IneftWeld; Opaque 12/311=1 Y. Yes No WA Compcet. Edge FID.rgbm Mnl- Door with ademeds) onswngKXmnweq: xo. OX a OXO cmtgw.time) 22 V.Thlrma-iruFloard2sseeand emodh•Shr Nominal 86e39;06drq;NondmpKt6Wd;Opaque 12/31,7021 Yes Yes No NIA m Cpoese Elbe Flberlus Double Door Wish or wthqut ad". (Inswingr0ulsanD. XX a OXXO tpriewMlo.) 23 w Theme-Tru FOW-aaeMc and anadRShr Nominal ees3g;e 6qud:NM4repeetill Glued 1231/2021 Yes YN No NA Composite Forge Fasrg ass Onto Doe (nmwng/Outewng; X omtarrsum) 24 x Thome-TN FiterCbewo and ampdh Bbr NINI SIMI 44rMNah-Implet6qud; Glued 12FJ12021 Yes Yes No N/A COMONO Edo nberlao all Door with Sldellse(s) I InewnyOdfwng; XO. OX a OXO emsouraliore) 25 yTh-.Tru FibaCl.uk and Sm th-Ser NaNnM 6sea:68qucY,Nan-Impoell Glued 127312071 Yes Yes No N/A Composite Edge Fiberglass Double Door wit+ a wthqutSMMAn (IntromaOolveina XX «O)xO eanegaalims) 26 it Thama-TM Fier-oaeNa and Bmodh•sar Nominal 66e39;0 aqua:Nan-Impadaqua: Glued 12131=1 Ya Y. No NIA Composite Edge Fborglas an$. Doe (neanalouhwng: X omwl,redm) 27 a. The -TN FIDsrChl no Smooth Moor NmwM 664M;O 6arq;Nm-ImryKfill 01Wed 12(J12t121 Ya Yet No N/A Composers Edge Flberglses Sale Door with adsntNs) unewng0tawng: XO. OX of OXO emllgaalMM 29 zb.Therm-TnFnw-caeakand smonnala Nome1al11,110 0aquq:Nm.ItIpKt6Wd:01¢ed 12ni2021 Y. Y. No WA Cp,MeN. 6: Fiberglass Oqubh Door In a Without Steel (In"ngfoirlNAna xx or O)xO crosoursilahe) Florida Department of Business & Professional Regulation P.D.I of Building Codes and Standards I)l Product Approval Application Detall 9RAt3MgY.9L us no », no Ide >� xml , RMelon 2020 Theme-Tru Carpasan Steer .bspasdn LyDdM F. &Mffd*. P.E. Ryn J. Karp, P.E. 10n U2020 07/12/2020 07/J02020 I OM312020 Abbrouod Category: ednw Doom (600) 043-7628 PE43400 (613) 7674585 elkCataeory: SWreirp Exterior Ow Assemblies Mapa4Ml@tnormnaw.00 Comp -MI.= Enadlm Raw Rom. m Flora RelYalered Arohil l or a Licensed Fbede Professk0al Engineer yy ea eoora)atn.11r Asinm ed For Use IWO 20M AMA ba*&LRUBOMlm CeaeaMlmlutlm.Glla In 11WHE gwddLltitli !lldlla0l fan" I..Tnam..ngFlb.Pa...ksndamaoh, ft, Nominal SMO;86qud:NM-WrINK ollOpel 12,312o21 No Yes No WA Cornpeeite Edga FbergieN ante Door (Inswng/Oulswng; X oolour0m) Florids Department of Business dr Professional Regulation Building Codes and Standards Product Approval Application Detall Page Far 2 111=1 in stems N1md0uo[ f&= &tit nuAlu a kilda" sdil1d SOMlded ffiA-,,,l Atmmnd a= RehAd. 2020 MI Vstndses end opera Brant $Kong. Luls Roberti Laren at" M. lido, PE 1010a2020 1001IM20 1DO 2020 1215/2020 Approved CMaall EYING Doors (717) 3053300 PE-02614 (717) 3172454 "licary: eeo(Mdng Oliver, Door Assemblies bslanol Q"Wd.eorn CoMAI Mdhod: EHluaan Roped From a Florld. Registered Armihsect or. Llansed Florida PrdssslmM Engineer rJ - AooroesdisUa A mad grim ilal P C a. In MR outside 1>mi Ed/ad I'-, 1 BERIE8420 ALUMINUM9OD SERIES 420ALUMINUM 90DOXO IYJ12024 No YN No WA 146-3/46quot:006quol NON -REINFORCED 2 SERIES 420ALUNNNUM$00 SERIES 470 ALUMINUM 900 OX, XO, XX 12/312024 No Yes sib N/A 906quaX008qua: NON -REINFORCED 3 SERIES 420ALUMINUM 800 REINFORCED 6ERIE8'" ALUMINUM BGo REINFORCED Oxo 12/31r.024 No Y. No N/A 145-W46qu.Ix"&WQI; t SERIES 420 ALUMINUM tins REINFORCED SERIESREINFORCED OX ALUMINUM 80De6 12372024 No yes No WA xo, xx 9x96squa W a 5 OD SERIES 420ALUMINUM 9REINFORCED SERIES 420 ALUMINUM 900 REINFORCEDXXX 12J 2024 No Yes No N/A 1436queIJt%equal: Florida Department of Business & Profsssional Regulation Building Codes and Standards Product Approval Application Dafall Page 1 a2 /a2621 � UAW luDl6raulx CDN1. e� A uoaw YM[do MIAL Ihlid led t FeO�� Aid 11111111 Ro1Non 2020 WeynsOao. is division of Owlised Door yne DwaKadth John E Bates JMnsy P. Amasen, P E 1 On 22020 Og292020 10232020 12n 52020 Approved Corporationp330)78"121 PE-51757 (904)821.5200 Category: Enna Dews dlwmlalQvnynaaitm c VAWatMrr. B-orlon« Erma ooa A"Omb9a om Complar" MMOa Evaluation Ropo t from a Flora Registered Archited a a Licensed Flora Ind salMa1 Frigift- Ike RYNW ODKN lea CLIWINASUEWM AnWMW for use Approved for Use M16EL21udon Contrast E,,kdlmgML IrkHula 9AWdLmm wiasd Asset" Doom $YMlre 3 105 9Y39; MaX vAOth, 146a39; Mu height. Gull 12/31IM3 No Yes YN v31.00A35.00 al .Y.9aba In t� «nto medi. owlan. 10 8DO0411004200 e1123 16SAD; Ma Wilt. 14sal MAX haV lamp 17/312023 No Yes Yes 130.00A33.50 Magabu In top or intermediatesector. Cn L. CD E-41-seall, O r. O CL L U O L W ICU Q_ lesses- O ICU cW G �n' Q n, z J z Q J a SHEET NO. PA 1.0� Florida Department of Busheas & Professional Regulation Page I a, Building Codes and Standards 1a/3001 Product Approval Application Debit raft EdtLLgC are art 2ML&MAM Yrs Amp Mdm2 rmlodloc swm iDrosr &llmom vaiddw or YIIdit tommad FW Apmeal Armand am& Rsvlslon 2020 Cum-D,~ dMOG, Ind Tan Raaay UL LLC Troy &shop, P.E 12N0/2(m 12A12020 12212020 Apprand category: Eden. 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OWOB2026 No Yes NA .0142.5 3 TAMCO Olt Rules, Rod Volt llah some 28 Oa ddk rddvenlata vANn Inlepelsdbda 0900112M YOs Yes NA WA 4 TAMCO 14-4 Top OR•RldDe Vert olh Swiss, As Tle 26 9. ddk: rod vanM.ta soh bade. OWOB2026 Ys Yes NIA WA Florida Department of Business & Prot"onal Regulation P g at Building Codes and Standards Inrm21 Product Approval Application Detail Soda now= air an aNtemm 20 AN MEAN mmmium 9904 mamKkk%M Yildam tC xmwm ads" EIGA■®rl A■ord Also RIMINNi ZD20 OMM Pro/al Products, I.I.C. Tim Robinson Waft? A Tllle Jr, P,E John W. KAeawch, Fall 09NB/J020 oumm20 IOMI1202D 12011firm Appav16 cae"; Gluters (954) OWT545 PE-44167 (054) 771.6224 sbc.begarSam Panels elmrObIns QgPPKA.can Cmr*Nance Mde/oa E1.AIrtn Report frown a Flora Registered Aronaa Or a Licensed FNrlds Prot ..1-1 Engineer brIRLAsrempl ANoroOtlhrSlr Approved for Ur Red art■ AMA &GASLNIONJLWAKXAM S26sL21mdRUD SdCCif)alCtiRnatt In Wall gmwot lmi Bow= noon 1 20 Gila Gal-lzed 81" atom P-lob!" 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PE 09M M20 OLWM20 10.072020 12N5rM20 Appwed Capg111Y: Shutels (91 Ge9-7545 M44167 (954) 772.0224 sullocataOP7• Sam Panes Iim.robInsonQalpantaan CwnONenca Mdhed: Evaanor Report from a Florde Registered ArchNed. a Licensed FWAN Prd.eswal Engineer tat AgWILAMergo9e Approved for Use Aoaowdf.Ur 13Wstsddptl■ QGWAdsmdma@ aaa in KNNZ 969ANLUM m■i awri somm a3mm 1 20 Gap Get-ind Goal S10 i Pan0.411, 2 Carupad OshwI xd Steel Storm Peals ret.ned 42/S12021 Ye. Y. Y. N/A or not by now to prwass Irmcne Protection, 2 24 Gage GaNnMd Steel Storm PndaMNVHZ Corrupted 61N M14 Meet Gam Panel$ rwIned 12/3172021 No Yes Yes N/A or not by mots to proods hurricane protean. 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K.sarAch, PE o9rier 0 M 2020 1002/2020 121152020 ApproM category: Roaring (NO) 7M-3411 PF59186 (954) 772-6224 Subcategory: A.*,A Stine.. mdIMlQpat.Orom Conpaarrs Method: EvoIndion Report from a - Pprlde R"MWed ArchNect a & Licensed Florida Professional Bill i jllibrANYLmn Approved low, Mi ARRC WL M" 21= Spa! lmdawmbLwjmu QEUMUWWLtWLQW trim 9WmNiaO6 SWAM Darin I GAFAwhd Rodehhgle. Filarski reinforced 34b, lrmnaad, 5-tab and 12MISM22 alto Yes WA WA NPAup..prok.nuples Florida Department of Business & Professional Regulation Pap I at Building Codes and Standards nr2m1 Product Approval Application Detail GM ffig tea am Romp orm Jul Amp Male MMLAWM Soar t O12L&I M Ultimatum Haddam Abm 1IIGARD= Aolmng Also R.JWW 2020 Lanmoo KatrIne Jal Janes L Boon, PE. Steven M. Ueon. PE 11232020 112312D20 112w= Ong FSC Am. Caagaryr. Ross g (301) NU-0163 P631242 (717) 3172164 AAICabgty: leading Adbad M that ore an Ilfaae'r®lanenm.t.n Intel l Part ems Rodin Sylarn CWWII uMOMM: Evaluslim ROPM Ran a Flora Reglsar.d Architect a. LNans- Florida pnih onr E a ehe . au111caeamaMa Apard.6fatLm emramulNLLY mat amwa !gt Pirgalud Clonothfil InHOC out" W 2 BWrsr Pt- 1 Desk-Alr" DA-1. TRI-0ul1000, t 044 LOW Pfelte, Ptlypnpyane FM/k: Roof Vent 12MO2025 No Yes No .97.3497.3 ~snlaW Attached to Plywood Dads. Florida Department of Business & Professional Regulation Pap l d l Building Codes and Standards 1012021 Product Approval Application Detail Oft am 21M MI PaOrm 21 M Apr momm YNRYosmm gun" laoloastllalost Mrmlm tL YlOill AWMAN ElgAno" AWMXW Also R.Npnn 2020 N ARINICn SWAM ne Gala Mine a.rOMn Frank L. Beaneido. P.E Troy MAW. 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Numbigra Ron Product Description sdaUeisioi7timlrets IDIOmi 9WWdelami IlrltlYi Pressure 1 M011ons for AM Doan and Windows Aluminum Murals 06r.W20 Ys Yes Ya NIA Florida Department of Business & Professional Regulation Pag., d1 Building Codes and Standards +a(M21 Product Approval Application Debit GM gnaw or ale 20 ar9 Am! YM1aa tun rlsmC fitted im WAULUNNmt ydwo t MAN" tdmW Lwdmrmrl Approved raw Reviden 2020 TAMKO &MV Produce LLC Kem Eden Robert Nlwrnen John W. Kneeevtch, PE 10042D20 002912020 IOM22020 120115=20 APPrand Coastal. Rome (417) 624404 PE-59196 (9N) 7724224 subcategory: UdenWnente ksrn_WMnr2smko.can Compftm Mediae Evaluation Report film a Florida Rsplrered Architect. a Licensed Flok)s Prcasdenal Engine. Qgriy�e� Aoaosdf.Us A-,,*d1,Ugs W=d 2FAM rant IYnAa1 Model. Nulber or N.na h90Ma1rdiRn al l In NWZ 0.1side~ AWreC l'tAxisung 1 TAMKO Rod Undedeylnnrs lHlOff) RoofundMsylanM for use In FBC HVHZ 10/1111=1 Yes NO NIA WA lurletraions. 2 TAMKO Rour UnWdayments(NON-NVHZ) Rod unckulaymetla la use in FSC non-HVHZ 10/192021 No Yes NIA WA )urkiddang. Florida Departs ent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d3 +nrM21 title mbtst am no Boberl0m 2b I= MICRO mml(== roar AWSKALIewn Yrldarimt MMm■i tlCWi FWAmmnt Apalhl now R$VINon 2020 Bar Apparel Anderson Roan IAPMD Unftm"luWon GWYWWa/ur IIM32020 11,17=20 11/05/2020 Approved Case": RoaMO (601) 3804061 Servlar LLC. (MS) 65L01ed QWcdoeor. Rowe Tine RaDlMndenonQDar.m con we stirs. evaluation Pawn from a alp Product EvaWaon Entity SIWiIIAmraOl Aawowdfor LM AaprmrdfitLYu 2 = � S mmwnm llmWorlai� 1� Srromy- shake, Shb, Country are, BDM CM 61el1n Fat Playa CO IMAM Yes WA WAS Thelon 8emp; Impact 17 aa.ory 600- ad.. she" M.P. Spit err Fat Pile, N.Mm. CA 12/312040 No Yes NA NM 16 9gmy 900- ante, shake amp. art Bales Fat Profile -Rlsto, CA 1wirl020 No Ys NIA WA 1199 Shake, Gets&amp•spin mtees Flat CA 17mir/JMp22p0 140 Yes WA Z/ SSS$e$3A.m�Yy 70�0- TNOsmEePn� /BrpNCni 6,6mp: gala 81Uka pPrr0ofifll�e-Sttooccktonn, I PrdW - soy TXA I'm No vN �WAA WA NIA 25 Vag Low Prole - Kely, TX 12I3irm No Yes NA N/A Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards In2o2l Product Approval Application Debit tdtla bar at tar an 29LBMME MISS mme lfglon m mh4durr SaNtei lmmISlY■Im Yrmrlllt MOM weaw EJ4iiiaga l Amtatrtl a" R"" 2020 NPIne Gwd Louis IOC EleatagOn Serrin LLC Walker M. RnWt. PE 10/ irm 102202020 11JOU2020 1116SM20 Approved cusil Structural Carrpornts (321) 710-3V7 (407) "1-11117 eu0taepor• Truss P1 rsxlsOsllnsew.00m Ca roDW4* MMOO EveNrion ROOM Mom a Product Ev.In-an Macy CWWVW Assurance, Approved for Use Approved for Use malt aim tar NONASntluct2tlGtirI9O tdotISBlmrmwompl lalami DIiYOLMImi aWrd agum 1 RW BCGINpne Higher Skwhgrh (H Arro; B) Moal owactor Pure 1213112024 Y. Yes NIA WA 2 I7W BCG/Mpine Hhp Page Moral cbonecta plea 12/312024 Yea Yes NM WA 3 [Tilly NCOVNrre TNIm Meal Caalecta plot. 12MI M24 Yee Y. NIA NIA 4 nW BL:G/Alrne We" Malsl Cannect.plde 1221IM4 Ya Yes N/A NIA Flodde Department of Business & Professional Regulation) Building Codes and Standards Product Approval Application Debit page l al l t/71=1 Sou m motor no vie RKL&dlm MR A(■ mRl mmiwmm GROW SrosmoALpmm YaNdamAlt Yaa/rsi tlaCWl PBCAMrmrt A■OM aim Rears 2020 CAST-CRETE USA, LLC Cnlp Pamro MnmFDea BCCO-CER Mlaml-Dade BCCO-VAL IW=920 10.272020 1127)1020 Appwed Crs6ery: Sugaurr Copinents (4113)621-1W1 (746)315-26W 11ubCalWpr Prodtca Introduced a a AMA of cperrinoQCNaate com NOW Tears adtOY dbrpllrp Wthod Caktlon Lark a Lurn 0 ammLamamC! ARNUUMUMMU ARrmrlarJlm MMA 219M Amp dttltanatrfoao 9mp atamam.Lla in IMM QUIOWLt mi ANOW Et■lu , Win Strength Concrete LMsb 4, 6, 6, and 121nch woe Ila.ls OV21AW Ys Yes NA WA +-P N IDO-C CU L N C O CU O � C C N O MO U- Ca .=+ Cn s^ue/` Cn O O ca. y � .0 .a /r/��/ vI Fi O CIO U) -t:f -6.-. QD ca Las clu -6--m < C/) 111-a+ Ca) V tar. V m W Q Z Z Q J a SHEET NO. PA 1, 1 Simpson Strong -Tie 2020 FBC Approved Products Updated 126a2020 ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12,3=020 MMFor direct Inks to all SST approvals listed below, CLICK HERE. For dred Inks to all SST approvals Noted below, CLICK HERE. For deed Inks to NI SST approvals Aced below. CLICK HERE. For drect Inks to all SST approvals listed below. CLICK HERE. mmi -For addhonal information regarding Floride's Statewide Product Approval System and Marti -Dade County Notice of Acceptance INCA), CLICK HERE. o For additional information regarding Florida's Statewide Product Approval System and Mami-Dade County Ndlcs of Acceptance (NOA), CLICK HERE. For addkxul Information regarding Flodde's Statewide Product Approval System and Ward -Dade County Notice ofAcceptenee (NOA), C! IrK umos For additional Information regarding Fladde's Statewide Product Approval System and Mlaml-Dade County Notice d Acceptsna (NOA), CLCK MERE. FL12366-R7 F1.910446-R8 F1.11110486-1116 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8"to 3. 9/18" and heights ranging from 4-5/18" to 11". Concealed flange prgtluct Modal. Number or Name Product Daacrintion jay Product Model. Number or Norma Product Description i<30 Pjoduct Model. Number or Name Product Description version (HUSC) available for models having width equal to or 1 Titan Stainless Steel Concrete S Masonry Screw (TTN-SS) lbC diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 ST, BTB, BTH BrickTies greater than 3-9/16'. 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, OMSTC18 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 3 APB44, AP844R, APVB86, AP866R, APB88, APB88R, APB1010, AP81010R, APV844, Outdoor Accents, Post Bases 3 CS14, CS18, CS18, CS20, CS22 Coiled Snaps 5/8" and heights ranging from 9-1/4" to 18". FLMMWRB APVB44R, APVBW, APVB88R, APVB88, APVB88R, APVB1010, APV81010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.e3-SDS, LGU5.25-SDS Face -mount hangers 4 APDJT2.4, APDJT2R-4, APDJT2-8, APDJT2R-8, APVDJT24, APVDJT2R4, APVDJT2.8, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers i Product Motlel. Number or Norma Product Description APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC28Z, LUC210Z Faca-mount hangers 1 SD10112D88 Outdoor Accents Connector Screw 5 APHH48, APHH48R, APHH810, APHHe10R Outdoor Accents Heavy Hanger 7 H1, H10A, H25A, H3, H8, H7Z, HIS, HISS, HIS-2, HIS-2S Hurricane Ties 18 LUS series hangers Feco-mount hangers available In widths ranging from 1.9/18" to 4- 2 SD9I12, SD9212, SDI0112, SDI 0212 Strong -Drive SD Connector Screw 6 APL4, APLB, APT4, APTB, APVL4, APVLB, APVT4, APVTB Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15/16'. 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH210R Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-WS, MGU5.25SDS, MGU5,50-SDS, MGU5.62SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SOCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-S0S1.5, HSS2-2SDS3, H852-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU sense hangers Face -mount hangers available in widths ranging from 1-9/16" to S SDCF221134. SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS, HSTS Straight Straps 1/8" and heights ranging from 8-15/16" to 19.112". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJTSZ Concealed Joist Ties 12 HTS/6, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP2714100 11 DJT14 Deck Joist Tie 13 HTSQI BKTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available In wkdths ranging from 1- 6 SDHR27400, SDHR27814, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/10" and heights ranging from 3.1 H Woo 13-3/4". 7 SOS25112, SDS25134, SDS25200, SOS26212, SOS25300, SOS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA30 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25800, SDS25800 14 FWANZ Foundation Wan Angles 18 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SOS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available In widths ranging from 1-9118" to 9 SDVUF2716, SDWF2720, SOWF2724, SDWF272e, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 18 H2A, H2.ST, H8, H10A.2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTSle, LTS18, LTS20 LghtTwot Suap 8" and heights ranging from 2-6/8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HHB Header Hangers 20 MST27, MST37, MST48, MST60, M51`72 Straight Straps FL#1000T-R8 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA16, MSTA18, MSTA21, MSTA24, MSTA30, MSTA38, MSTA49 Straight Straps FL010687-11118 20 1_30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC88, MSTC78 Straight Straps SW Product Model. Number or Name Product Dascritilon 21 LCE4 Post Cap 23 MSTC48B3, MSTCWB3 Pre -Bent Straps $Bp,g Product Model. Number or Name Product Description 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MSTI36, MSTI48, MSTI80, MST172 Straight Straps 1 BA series hangers Top flange hangers available In Widths ranging from 1-9/18" to 7- 2 ATUDS, ATUDB-2, ATUD9, ATUD9.2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medlum Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 BP3/8.2, BPI/2, 8121/2.3, BP5/8.2, BPS/63, BP3/4, BP3/4-3, BPRTUD34 Bearing Plates 24 LSSJ261.2, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2x10.12, NCA202-12, NCA2x8-18, NCA200.18, NCA2c12.1e Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/6" to 7- 4 CNW3/8, CNW1/2, CNW5/8, CNW3/4, CNW5/8.1/2, CNW3/4.5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB1Z RCWB14 Wall Bracing 1/8" and heights ranging from 9.1/4" to 24". 5 CTUD55, CTUDS5, CTUD88, CTUD75, CTUD7e, CTUD77, CTUD87, CTUD88 CTUD97, Coupling Take -Up Device 26 LTP4, LTPS Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 OGF series hangers Top flange hangers available In widths ranging from 1.1/7' to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML26Z, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7.1/4" to 24". 6 N3, N4, N5, NO Heavy Hex Nuts 28 MMHB Roof Tie -Down 30 SP1, SP2, SP4, SPS, SIPS Stud Plato Tie 4 DGHF sores hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUDS, RTUDS, RTUD7, RTUDB Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHB Heavy Stud Plate Tic 5/8" and heights ranging from 9.1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU28, MMLU28.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, S82.5, SS3, SS4.5 Stud Shoe 5 EGS, EG7, EG9 series hangers Top flange hangers available In widths ranging from 5-1/4' to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115, ST2215, ST8215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32.1/2". 10 URS3 3/8" Uplift Rod Run Tledown System 32 RST3 Roof Tie -Down 34 TB20, T1327, TB30, T836, T842, T848, TB64, TB66, TB60 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/Z' Upli t Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TW912, TWB14 Wall Bracing 114" and heights ranging from 11.1/4" to 37'. 12 URSS 5/8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 38 VGT, VGTR, VGTL Variable Pitch Girder Tledown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URSS 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8106, WB108C, WE126, WB128C, WB143C Wall Bracing and heights ranging from 8.1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV caries hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 1I" to 37'. FLt10441-R6 FLSiO531-R8 9 HS aeries hangers Top flange hangers available in widths ranging from 1-9/18" to 7- FLSW44T-11115 ItZ' and heights ranging from 8" to 30". Saa ! Product Model. Number or Nam• Product Descrlotlon Product Model. Number or Neme Product Description 10 HGLS series hangers Saddle hangers available In widths ranging from 5-1/4" to 8.7/8" 1 DTT2 Hold-down Seb • Product Model. Number or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/7to 28". 2 HDC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to S. 3 HDQ8, HHDQ11. HH0014 Hob -down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9/le" and heights 7/8" and heights ranging from 7-117' to 32'. 4 HOU2, HDU4, HOUS, HDUB, HOU11, HDU14 Hold-down 3 G13C Gable Brace Connector ranging from 0-1/8" to 23.15/le". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 6 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.83SDS, HGU6,25SDS, HGU5.50SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHDB, LSTHDBRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.25/3.25, HHRC5.37/3.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2.5H8" to 3- 7 MASA, MASAP Foundation anchor strap HHRC88 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/18" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from "IV* to 12-7/8". 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style Pullin anchor 7 LRU28, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGUS.25-SDS, HHGU5.50SDS, HHGU5.82-SDS, HHGU7.00SDS, HHGU7.25SDS, Face -mount hangers 3.9/16" and heights ranging from 5-3/8" to 13-1/8". 10 PAI18, PAI23, PAr28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 11 STHD10, STHDIORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 8 HHUS26-2, HHUS28-2, HHUS210-2, HHUS48, HHUS48, HHUS410, HHUS5.S0/10, Face -mount hangers 1/2" and heights ranging from 3-7/18" to 16". Concealed flange 12 STH014, STHD14RJ Strap -style hold-down 10 TC24, TC28, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in Widths ranging from 3. greater than 2-9/18". THAC422, THA428, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7. 12 THAI1.81/22, THAl2.08/22, THAl2.1/22, THAI222, THA1322, THAI3522, THA1422 Adjustable Truss Hanger Sized for Waists Concealed flange version (HSURC, HSULC) available for all 1/8" end heights ranging from 6-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from I.9/16" to 7- 14 THJA28, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU26, HTU210, HTU26-2, HTU28.2, HTU210-2 Face -mount hangers 1/7' and heights ranging from 5.3/8" to 32". 15 THJM2.4SDS3, THJM2-5SDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 16 TSBR2-24 Truss Speoer-Restraint I/2" and heights ranging from 2-7/8" to 19.1/4". Concealed flange 5/8" and heights ranging from 0-1/8" to 18". 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 1-9/18" and heights 18 VTCR Valley Truss Clip greater than 2.9/18". ranging from 5.3/8" to 7.1/4' 10 HUCO1.8119-SDS, HUCOI.81111SDS, HUCQ210-2SDS, HUCQ210-3-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available In Width of 1-9/16" and heights SDS, HUCQ410SDS, HUCQ412SDS, HUCQ5.25/g-SDS, HUCO5.25/11-SDS, HUCQ610- ranging from 9.3116" to 13.1/8", SDS, HUCO612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30IM20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1213=020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/02020 ® For drect Inks to all SST approvals listed below. CLICK HERE. � For direct Inks to all SST approvals listed below. CLICK HERE. � For drect Inks to all SST approvals listed below. CLICK HERE. � For drect Inks to oil SST approvals Noted below, CLICK HERE. For additional Information regarding Florida's Statewide product Approval System and Mari-oade County Not" of Acceptance INCA). CLICK ,HERE. For additional Information regarding Florlda's Statewide Product Approval System and Mani -Dade County Net" of Acceptance (NOA), rLrrK Napo, - - - For additional information regarding Fla1da's Statewide Product Approval System and Maml-Dade County Native of Acceptance (NOA), CLICK Hcoe, For additional information regarding Florlds's Statewide Product Approval rag 0 App System end Math -Dade Count' Ndks dAccptance (NOA), C! !CK HEPE. 21 LB series hangers Top flange hangers available in vAdh of 1-9118" and heights FL#11468-R8 18 S/LBV1.58, S/LBV1.81, S/LBV2.08, SILSV2.37, S/LBV2.5e, SILBV2.68, S/LBV3.12, Top Flange Joist Hengers 5 SET-XP OMNI Adhesive Anchor for concrete ranging from 53/8" to 15-1/8". SILBV3.58, S/LBV3.82, S/LBV4.06, S/LBV4.12, S/LBV4.28, SA.BV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, ST82.4158, STB2-BSS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/1 Wand heights 12" Product Model. Number or Nams Product Description 19 SILTT20, SIDTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 318 stainless steel ranging from 93/16" to 13.1/8". 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST60, S/MST72 Straps 118 mil (10 go) 7 Then HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD-CSOSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEGS, LEG7 series hangers Top fangs hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33.1/7' 3 HUCQ210-2.SOS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Pies Tim stainless steel, or with countersunk head In carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available In widths ranging from 5.1/4" to 8- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steal 7/8" and heights ranging from 9" to 32.112'. 5 THGQ2SDS3, THGO3SOS4.5, THGQH2SDS3, THGOH3-SDS4.5, THGQH4-SDSG Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37834RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top tinge hangers available in widths ranging from 1.9/16" to 5- 6 THGW9-3, THGW34, THG W4-3, THGW44 Joliet Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titen HD Threaded Rod Hanger for concrete 1/8" end heights ranging from 9-1/4" to 24" THD60234RH, THD10212RH) 28 PF, PFB, PFOB, PFDSB series hangers Top flange hangers available in width of l-OMO" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-1/8". FLSI1473-Ftd FLIM3904-RO 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9N6" to 7- Sic. Product Model, Number or Name Product Descrption Sea X Product Model. Number or Name Product Dsacriptlen FL*16230-RB 1/8" and heights ranging 9.1/4" to 32". 1 DETAL.20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCOM4.62-SDSHDG, CCQM5.60.SDSHDG, CCTOM3.82-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.62SOSG, CCTOM5.50-SOSO, CCCQM3.82SDSG, CCCOM4.82-SDSG, Ssa # Product Model. Number or Neme Product Description 3 HIS, HISS, H18-2, H18-25 Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-RB 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLQM4.82G-KT, ECCLONS.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Cap% 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HEfAL12, HETALIS, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.e2G-KT, ECCLRQMD4.em- 3 SET-XP SET XP Hgh-Strength Epoxy Adhesive for masonry Saa . Product Model. Number or Name Product Description 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (STB2) Strong -Boa 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA4e, ABA48R, ABA08, ABA66R Adjustable Post Base 7 HHETA10, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5,50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titen 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU4e, ABU40R, ABU5-5. ABUS-8, ABU85, ABU88, ABU86R, ABUSE, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 4 LGUM26.2, LGUM28-3, LGUM26.4, LGUM26-2, LGUM28.3, LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS, THD-HBSS, THD-CSSSS) Titen HO Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABUIOIOR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210.4, LGUM48, LGUM48, LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ASW46Z, ABW46RZ, ABW88Z, ABW68RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.1219.25, MBHA3.12/11.26, MBHA3.6&7.25, MBHA3.56r9.25, MSHA3.56/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAM36, MSTCM40, MSTCM80 Strap Tie for Masonry MBHA3.68/11.88, MBHA3.6&14, MBHA3.56116, MBHA3.58/18, MSHA6.60/7.26, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BCS, BC6R, BCS, BCS2-2/4, BCS2-316 PostCap 12 MTSM10, MTSM20, HTSM1S. HTSM20 Twist Strap for Masonry MBHA5.5019.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50(14, MBHA5,50/le, e CB44, CB48, CB48, CB88, CB68 Embedded Column Base MBHA5.50/18 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ68-SDS2, CBS088-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MSHU3.56/9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.58/14, MSHU3.58/18, Masonry Beam Hangers FLlrt 6987-R3 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1/7' and FLs11486-R5 MSHU3.58118, MSHU5.60/0.25, MBHU6.60111.26, MBHU6.50/11.88, MBHU6.60/14, W2 ranging from 3-5/8" to 7-1/7' MBH1.15.50MI5, MBHU5.50118 Ala Product Model. Number or Name Product Deadriptbon 9 CCQSDS2.5, ECCO-SDS2.5 Series Screwed column caps with W1 ranging from 34N' to 9-12'and iW Product Model. Number or Name Product Description 1 X3481018-5K X1 S1018, X1810164K, XQ1S1016, XQ1 B10164K 010.15 Strong -Drive X Metal SeU-Drilling, Tapping Screws with #3 W2 ranging from 3-518" to 7.1/2" 1 DTT1Z Deck Tension Tie Drill Point 10 CPT44Z, CPTBeZ, CPTSBZ Concealed Post Tie Base 2 HD12, HOW Baked Holdowns FIas18978-RB 2 XLQ114T1224, XLQ11481224.2K 012-24 Strong -Drive XL Large -Hood Metal Self -Drilling, Tapping 11 EP 344A, EP1344, EPB46, EPB66 Embedded Post Base 3 HD38, HDSB, HD7B, HDOB Bolted HoldoWms Screws with # 5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Bass 4 HTT4, HITS, HTTS-3(4 Tension Ties Sea # Product Model. Number or Name Product Dseerictlon 3 XMQI14SI224, XMQ114B1224-2K #12.24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB08 Embedded Column Base 5 LT 119, L77208, LTT131 Light Tension Ties 1 SDW22300, SOW22338, SOW22438, SOW22458, SOW22500, SDVf22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with 05 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22834 4 XQ11481224. X011481224-2.SK, X11481224, XQ11281224, X011281224.2K #12.24 Strong -Drive X Metal Soft -Drilling, Tapping Screws with #5 15 MPB44Z, MPB88Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 18 PB44, PB44R, PB48, PESO, PW8R Embedded Post Base FL#13828-R6 3 SDWH1g300DB, SDWH19400DB, SDWH19WMB, SDWH19800D8, SDVM191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016. X J34BI016.5K 010.16 Strong-DrNe )(U Metal Sell -Drilling, Tapping Screws With 17 PBS44A, PBS46, PBS56 Embedded Post Base 4 SDWH274000, SOWH270DOC, SDWH278000, SDWH271000G, SDWH271200G Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBVe, PBV10 Round Post Base ice. Product Model. Number or Name Product Description 5 SDWS16212, SOWS18300, SDWS18312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-18, PC46-le, PC48-18, PC64-18, PC68.16, EPC44-18, EPC46-16, EPC4&16, PostCap 1 SB5/8x24, SB7/8x24, SB1x30 SB Anchor Bolts 6 SDWS10600, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22000, Strong -Drive SDWS TIMBER Screw (Interior Grade) EPC84-16, EPCeb-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SSTBI6L, SSTB20L, SSTB24L, SSTB Anchor Bolls SDWS22800, SDWS22900, SOAIS221000, SDWS221100, SDWS221200. SDA S221500 FL1135320-Rig 20 PC4Z, PC4RZ, PCOZ, PCeRZ, PCSZ, PCBRZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ, EPCBZ, Post Cap SSTB28L 7 SDWS223OODB, S0WS22400DB, SDWS225OODB, SDWS2260008, SIDWS22800DB, Strong -Drive SDWSTIMBER Screw(Exterlor Grade) EPC8RZ SDWS221000DB 9291 Product Modal. Numbor or Nam• Product 22Wd tion 21 PPB44-4Z, PPB44.OZ Post Base 8 SDV%f=312DBB, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5, DSSCB48, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base 1`603872-R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SOWS2760OSS, SDWS27800SS, Strong-DrNe SDWS TIMBER SS Screw 2 FCB43.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDYVS27100088, SDWS271200SS 3 FPHSD3451016, FPHSD34B1016, FPHSD3481018.5K, FPHSD34S1214, 010.18 and 012-14 Strong -Drive FPHSD Framing-to-CFS Sell- SMI Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214-5K Drilling, Tapping Screws F1,010866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS18, CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4.25, SFC6.25 Steel Framing Connector 2 HRSS, HRSB, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MST126, MSTI36, Straps 97 mil (12 go) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6,25, MSSC2.25, MSSC4.25, MSSC8.25, Steel Stud Connectors j Product Modal. Number or Norma Product Description MSTI48, MSTI80, MSTI72, SIMST27, SWST37, S/MST46 MSSC4.25KW, MSSC8.25KW 1 FJA, FSA Foundation Anchor 3 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15W&R3 6 RCKW3, RCK1N5.5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Fit Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SC845.5, SCB47.5, SCB49.5, SCS411.6, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH48.8, GH46-8, GH48-e, GH48.8, GH41041, GH410.8, GH88-6, GH66-8, GH68-6, GH88- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 go) AMI Product Model. Number or Name Product Description 8 SCS32-5197, SCS82-SM7, SCS62-5/118, SCS82-5/118 Bypass Framing Connector S. GHe10-8, GH810.8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 18, A51885, AS 1888 18 ga. Truss Plates 0 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLBSA, GLBSB, GLBSC, GLBSD, GLB7A, GLB7B, GLB7C, GLB7D Gluim Bearing Plate 7 LTPS Lateral Tic Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25. MSJC10.25 Steel Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT818, GLBT520, GBLTS20 Gluim Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulem Bearing Plate 9 MSTA30, MSTA3e, ST8215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC62 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7881414 #14-14 Strong-DrNe XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTCBe, MSTC78, STS238 Straps 68 mil (14 ga) Screws 8 UFPIO-SD63 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ151018, XQ18101 &4K. XQ1S1214, XO1B1214-3.5K, XQ78S1224, X078B1224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 SB7.58, S/81.81, SB2.06, S/B2.37, SB2.56, S/B2.88, SB3.12, SB3.56, SB362, S/B4D6, Top Flange Joist Hangers Fl.#16730-11114 XO114S1224, X011461224-2.5K XQ112SI224, XQ112B1224-2K, X34B1016.5K Tapping Screws S184.12, S184.28, S/84.75, S/B5.50 XiS1010, X181018.4K, XIS1214, X181214-3.5K 13 SBA2.12/8, S/BA2.12/10, S/BA2.12/12, S/BA2.12/14, SBA4.1$18, S/SA4.18110, Top Flange Joist Hangers 6•o M Product Model. Number or Name Product Dourlotion SBA4.18fl2, S/BA4.I&14 1 ET -HP Adhesive Anchor for concrete 14 SM1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 15 SMDBS, S/HDBB, S/HO10S, S/HD10B, S/HD15S, SIHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPATA PINW, PINWP, PINVW-W, POPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 S/HDU4, S/HDU6, S/HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL34K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete �.a Cn j N U N O i` o i- ^^2 1..� V N t l 0 C O C O U_ O .c E Q Cn i W CU 0 �� i_ �.�/.�a Z W J FiJ CU a) 0 -1= O W U) CU 0 i` C U so 0 L V! ICU W Z Z Z Q J 11 SHEET NO. PA 1.2 r e r