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HomeMy WebLinkAbout39937 Harmon Grove CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KANALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS 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/ or w/. With ELEV or Elev. Elevation PED or Pad. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3- PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE ALL WORK SHALL COMPLY 3UiLD!NG ^11DE, NAT11::PN L r-i.ECTRIC r;r116-)e 0RDiridoiN . 47" 3 1, totr 0 t CMY CI IL 17= INI 1111AI IS& 17Z10M 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. r 0 N_ N N o ``���aatttatsrrl�t�i p,. LE l,v ♦IN r f ♦ S •rQ is No P 750 ' :Q= :�. To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Q o v)$ lac N J LL Y) U)rLu Nic� LL a Y a LLLLI a� 7S o Z t cm OS P 0 re .5 'm 64 to m0 O WA�°'°' ¢ a Z 00 a N M Z W N O U� Z pV 0 W ❑❑( 1 (D z N � z Z no J V c, N � U' o 0 N z '1'C• 4--J c M w V g 0 w s IN c Y N ru u) U d �-- E ® L.Lr J t $ =� = U • � cco o w M z 2 o wo w� zR z® a E � 8 go oa UO H _ O E x� °� d0 �U O o Q Nazo d °do x14 12 r0 N C U N o Zu Z Q) O o� Q W z oz go W ci 3 ;o z aoW �� o w xo >_ CD oz za a 51 63. L L 0 =ri q02 Q CL an CD N r M N Lo E Ch CV) Z Z c E � c a U Q p JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. C S 65'-0" O A (D H.B. S3 EGRESS EGRESS \\� I . O c? AC PAD - - - - - --- r - C1410 165DEEP I FIBERGLASS co A "v 36 PANTRY ,w III =w I SURROUND S3 RANG FLAT CLG ";D r LL I TYP @ 1 ■ , - - -- 1 ca -f FttEl-- s,. oo I 1= STORY TB 00 21'-2" 1 �- t- --7-- --- - 2 2 10'-4' 101�z11 21�1 I 5 r321 0 i °' C7 \ I N p �- SINK wl ISP -� NO I = I r I o ' t �- o TILE L: 00 CAFE c , N� J I I D.W. I I o0 o I BEDROOM 3 8'-0"CLG. 1 " 8- CLG. 1 A )w 0 ( Mc7 1 T "' VAULT. CLG. PATIO CARPET L _ _ _ J _ _ , � BEDROOM 2 CARPET ILEI D B E R O M w - -1 C------------� _ _ _ - - - 8'-0" CLG. �o w I 8'-0"CLG. - - - - - - 1 c I o - - - - - - ---- - - - - - - - OPT. CARPET � ""° `6. CA PET rlit I (o I REF. Id 5068 B.F. 068 B.F. 11'-78'1 s ---2 6'-10" 8'-8" V- 5'-4" 14'-6" I 5' 4 T-6" N 4'-7" N --------------- iv 2668 It 2668 ' r ") --- - ---- R&SCh <V R&S HDR AT T-4" I Nell 23'-8" 3'-10" T-8" �- 51_0" I 1 I ENTRY ' 2:12 VAULTED CLG. U 9'-4' CL A O 3068 I 1 11 8-0 CLG. o T in OM FAMILY RM- I 9'-4" CLG. o R.A.G. CARPET �_ (3) 2x4 #2 SPF w/ - 7 K DTT2Z @ BASE CC S3 G.T. 1 00 I I I I NOTE: FINISHED 0 I � AHU 8,- "C G _ - I r---t AN U �, I WALLS TO BE FLUSH. VERIFY IN I I rA ILE I I S3 5'-11$ 4 -0 Ilx Q Ii FIELD. I I I 1 OPT. D PT. IIIII1II TYP @ 1 STORY �I1 T ng-E-RGLASS (3) 2x4 #2 SPF w/ SURROUND 0 O IIII1III R&S-- DTT2Z @ BASE ou�Lu F� M 60"x36" HANS N BOX 3 SHOWER @6 o OO 1: o � DRYER VENT S 2$68 5'- 82I T l0" THRU ROOF EDGE OF SLAB 2" I I BEYOND WALL I X co I I - =cn 1 T-8" - 1 T-0"I 2668 71_8" 201_a 1 1 $1 O0? w r�C7', w iv-- _ � 2 CAR GARAGE E I I I I I I I � OWNER'S SUITE =, �a W.I.C. oa 8%0"CLG. I I I O - � rn 8'-0" CLG. g ! 00 1 0" CLG. -f T 8'-0" CLG. 2, 6„ BUILDER TO I 11 I I I I I CARPET I T E- CARPET PROVIDE I I I TYP @ - -- - O APPLIANCE I I I l K GARAGE S4 0 5-SH a, ----------- W.H. PROTECTION CO WHEN REQUIRED iv i L----------- i OPENING 0 I 6" DP,, PER PER FBC T HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X381 184X37i S.H. 14 20 X 50 J 181 X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18}X714 S.H. 1H2 271/4X26 26X25} S.H. 1 H3 271 /4 X 38 � 26 x 37 1 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 } X 621/2 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 i S.H. 33 54 X 38 J 52 } X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. fTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET HC� SEE SN SHEET 40 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 �1111111111111111 - •_ TYP. 2x FRAME WALL A H.B.T BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 1' 4" T-10" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" AREA TABULATION 11131" (TRB) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 FLOOR PLAN '� ELEV-Bl INSULATION REQ, LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: )/4r=1 r-On GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED 0 N ���tetttsrr��� N w Ci•••� ••'.� i G • hi�iF 7 750 ' D�• STATE OF .• J ��'9�Jsa��t►f,��'. To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � n M$ a �J o � 0 .N-. N ft LL W aNMc� u_ a �[ W LL U. a Z ho�cc t`-c°9 5�w OJ C-4 m J cR�O'O1 W 7'IL M Z cr N O NZ U_5 N O V O1" 0 W Ur Z N � z z n J N z C9 � € 4-J N W o p U OLL, $ to Ln c w c co Q O. 04 o M (h � i W 1_ o :'z �- _-® O E u F- � z o KO In °o �oU zo t d °o HN =3 C V oz <w Z 'J a •^ � z 1 o z 50 W T NW � 3 �i =I� a 00 cfl � ul zIa a o 3 .2O = EL J 0 L � 0 0 rI o O in � o �./ E V r c`6 = CN r MT .� O Lo � N 04 N co C M z Z C E O rn M C 0 .. C U J .�.. Q p C J JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w MEDICINE CABINET 00 OQ OQ O > N > - M co M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN 0 M 0 1 fV Q OPT. REF. KITCHEN i i I I �—I --11-= -L14-ii _ __-- I OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z TOWEL BAR IN a TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES = o C° 00 SOAP - C0 to 00 DISH L o U O 0 0 � o co r M M 0 TUB BATHROOMS, SHOWERS AND TUBS MIRROR N _1 I 00 M O Ir1 OWNER'S BATH BATH 2 0 co O n O 50 INTERIOR ELEVATIONS 42" H UPPER CABINETS ---� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - 0 COUNTER TOP 30" H BASE CLOSETS / LAUNDRY 00 10 a T a = O 2x FRAMING T � M 1 /2" GYP C0 BOARD — FIN. FLR. 2x P.T. SHELVING CABINETS - V-2" rJ(1t O Q r T co N ISLAND COUNTER III O T N N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=V-0" 1 N O N N N Cn c1Vt .`. U %1 O 37150 Z TE To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F• o f 1- O M 8 # G LoQ � � C �p iJL LL 7 ao at u W 0 �NO� LL a a ej t7 � Y a �LLLL a (�IxO z 0 oI W r�� du j Fo N f_O K 0 J W m ��pjO' d z I N M a y 0 = pV v� vvi W ❑❑❑ (D M� o z� Zo ¢v J — d N N — N c7 Z U Or.r-r g (� r— in w U • c � Q` N p1 w oZ LL =o u Q o C UMa 0S<ioa° oN L a° I. WE N � otto ago U mZ 0 Z z N J w Q W g rn o 0 �0 U a W Q w N w o wa >° tD °z a a Cc) 3 �O = �L J O CD 0 L � > U d' Q u O O C ma O H N E � r co T = N 0) T Cn T O 2 N T 04 E N cN M O a. o U w ¢ a � JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 2 � lllrll'� 12 5� 5000 ■rI 3 TAB SHINGLES. -•• 'NSTALLED AS PER MANUF. - — -- -_ 1 —' ---- ---- - - 1 SPECIFICATIONS -- — — - oat�. $-Off 12 5� tia �FE-110101MINI MINNIN101 14'-0" RIDGE VENT 8"x8" SMOOTH TEXTURES CORBELS 12 1 " x 9" SMOOTH 5 TEXTURED FREEZE BAND HEEL T. • a a TEXTURED CEMENTICIOUS o? FINISH ON C.M.U. �l (TYP.) 1 F.FL. +3" SMOOTH TEXTURED BAND 1 FRONT ELEVATION - 61 SCALE: 1 /4"=V-0" 00 ih N 12 1" x 9" SMOOTH zz::::�15 �7'4'DGE VENT TEXTURED FREEZE BAND 12 �5 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. , 1'-0" 1' 0" --_--_- - HDRHGT. - - - - 3'-0" TEXTURED - CEMENTICIOUS TEXTURED o? FINISH ON C.M.U. CEMENTICIOUS cfl ell (TYP.) FINISH ON C.M.U. (TYP.) - - - F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 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 manufacturers 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" t N 0 N `1�1141titltt��' N %%Wk , M r4n P..r o •* •' ' ST,4ZE OF •' C;, sft:7tltltltll� To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o c8 r_ )px LoQ 0 0 0 ''00 � � Goo N rn t­ n'P sk LL W w a y C'4 0 MU.u_ U. LL a x a I� 11 V 0 o tN°'_ �RI �Z_/ .i 5'��0 d' 0 J _J Z LZ 00 &0 N co Z U W rA O U y Z Z O ❑ ❑ ❑ z N z � z � � WV) z ;;o .2 � N � A Tom• U 0 W s t/) c B w m L zoo> U �3 ¢ C • S o M M z � W Z J o U_ E i o w �° Z z• Q o U �z o0 f0 -o xg as Up 80 OMZ Z z wW �Z ZN� (� J N O 1 Q W f. 22 - `w °oLL go a NW WC U �� °z FG o JW w �r >? a� CD A 03 �O J r^ W rn � c0 0 L 1` 0 U d' •— N .-. Q Y > o m 'O� (0 1 EC: c It 'Q _ = N Qi N E Nin `y z Z E 042 c a U _J Q 0 _J JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. —E HDR HGT. 4 TEXTURED CEMENTICIOUS co co FINISH ON C.M.U. io (TYP. ) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 10" 6'-0" 12 5� T-0" RIDGE VENT OVERHANG TO BE CENTERED ON DOOR 12 5� ' OFFRIDGE VENT — — T.O.M. HDR HGT. F. FL. REAR ELEVATION — B1 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 RIGHT ELEVATION — 61 SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the 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. N 0 N N N 0 %%% PtjLE V ✓k0 •=� No 750 APr_�S .* •.�'. STP,TE OF �'�•c``cc 40 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 v £ tp c r_ N N O1 N_ Cp LL IQ V C , a C J , 7�m LL ti a �No . LL a Y g ii LL a W 5 0 J ZZ Ov ��pp �77WCC J ?'� cp a:O "-. m Cc IL L Z N OU USN W ❑�❑ C9 z N m z � z J 13 IN Z o U o LL V! U W OW G) YZN p C14 c '® af w J L U o Q Y ° N iT o w Z M ri zo . zo gN E c Fz X o oao oa o 7 Z O E N ru i z= wo Sao az W w ¢� �Zw �s 'o Z�a) _J b aw m N W a o LL 2 s4k goo a N W w �o Millo O v our zaT3 �x o� C O i �L J 0 m C7 L � > U •— (D N Q A/ L.L > O 0 C i'n o � ...� E = N T O Lo 04 E c N cy CV)Z Z E O E ai M ii U Q p JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 3.2 2" 1' Z� iv 2" iv oo - CO J VARIES "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" _ IN iv _ CAP 1" RADIUS 1/2" RADIUS 3 1/2" RADIUS V-5 " 3/4" RADIUS 1/2" RADIUS 1" 4" VARIES< VARIES r cQ M r»<r v CAP iv CO 1" 1" 1" 1" 1'-0" mm 0 22" L L 12 1 1/2" RADIUS VARIES VARIES SIN 4" 4" 42 � 21/2" RADIUS " 34"cD MI7 co - �T� vrla 1„ 1" T N r �� SIN 3" 4 riule�p � VARIES 12 2" 2" - IN M 32" 11" 32" 1" 1" 1 BASE in r • _ N BASE �11 4 • 4" "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d' COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING � 2 C ( � � d—=—I T CO 24" • in , - O N 1-1/2" THICK YSV C� 1-1/2" THICK 4" 10" 24" _ et 10" 6" N �< c0 4" 2 - <V 2" 4" 3" 6" 2" 2" iv cn tr > cn E > 1-1/2" THICK 31" �4" cl'S' 2'-4" 1'-101, � - IN 00 k 1,�" 3" N � r, is 54„ a" 1" tl 2 w Q M 12" Iliri�l� O cV VARIES VARIES VARIES VARIES 4" 8" ________ iv I iv i46� I °° io iis �— Wei 32" • • �1' °—� 2 441 • KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING KEYSTONE F11 00 OPTIONAL 4" 3' 4 ' 4" WINDOW OPENING 4"" NOINSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - <V CV d 2 VARIES f2" a0 1" _;1 E '`i NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8"� 4" 3'-0" 4" 10„ 1,-4„ 10" 1'-6 4 14 ' 1 r77iv 0 N 1 " 2 5�q" 1'-12' 51" D� 9. 1'-4" cv CV CO N IRA r CV �o �sr, • 1" Rr0•- r 1," 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH r NO N N CDO 1.io OF • ��: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W r Co � O $ ik 0 LOa N 6 C .5n°Q`�LLa LL � 13 Z ZZO CZ L `W 0 1 !JO W IL U) p¢kZ Go'<qp N U U U) oaaWM ❑y WO Q J V)(Dru z W U O w $ LA rz CN U W J I- m Vj 0 Q N m so Z M o� J LA- E wa a® Q E OU po z oa IT U 0a �o O� O E r0 �b Ez C O U �o O Z aw N 3 a 0X. 9 zo ao 0w W U �j o LL �- O C Q O co � W o¢ a� o- �L J C9 L � 0 N •= � Q U > O O m ^C W o E (0 0) T r = N T T N T •'cL E N M N M z m Z Q N d c a. E U 0 w Q p JOB NO: 21-4279 SCALE : AS NOTED SHEET N0. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be In accordance with R314.1 and 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 DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Q7 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 D9 ELECTRIC METER Olen ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP n 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 4/0 SER Alu UNDERGROUND isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATIONPER� WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER WP GFI DISC. DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE Ak _ _ t HOOD PER SPECS \qP f 3 GFI ' GFI I AC PAD --- - \01 I ROUGH -IN FOR / ROUGH -IN FOR RANG / OPT. CLG. FAN/ OPT. CLG. FAN/ ROUGH -IN FOR to / I� j—' i LIGHT PRE -WIRE LIGHT PRE WIRE I OPT. CLG. FAN/ PENDANT AS I LIGHT PRE -WIRE �. PER SPECS WI TC ! I O I ---� 1 --- GFI ` \ BED 600_� I AT AFE I D.W. I INKw1- \ I I 0 DISP — L_ _J BEDROOM,\ / BEDROOM 4 PA f�0 GF► ___-__=---- _-� �\ S.D. I/ GFI _ i_.... FI � OPT. I - --- Cl) J ✓ : j REF. C. M I U.C. OUTLET S.D. — — — S.D. I--------------- U.C. OUTLETME ROUGH -IN FOR — -- — FOR DW I � WP OPT. CLG. FAN/ LIGHT PRE -WIRE ` — — — i--_ -- - -- - ----� GFI ____ t� I ENTRY -f FAMILY R M cH GFI @ 44" A U ! A.F.F. F------------ I rD PT- O o YI l i I I I O EPA L�J I I I I S.D. \\ 1VP ------ GFI @ 44" I I I \ ROUGH -IN FOR A.F.F. I I I _}_�_� I I I I OPT. CLG. FAN/ GFI FOR '; I \ LIGHT PRE -WIRE 1 -- -- --- - I - II GAR. DOOb I I 1' I I II I GFI I I I 2 CAR GARAGE I I I OWNER'S SUITE - � — \A/'f•C• I I I I I I I I I +— - 1 0 I I I ! I W.H. VERIFY LOCATION I I I I I I ---- (�-----J ELECTRICAL PANEL kFR@ IRRIGATION F F. 0 RECEPT. FOR ALARM SYSTEM — VERIFY METER H.B. LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" CD N N N CM O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F/ 00 N n to it N = d a� # J 0 LLa NN-# O NMI JtLLL I LLa Z mc°'� o9 l� � ' (O'V (O X 0 J ILW toLU N co Z a X y O Z O U _j (1) W ❑ ❑ ❑ cD z � Z � - N f7 N z w to .0 o e _ M O 8 N Ln c r- E cA Q Y W Ch E p ZZ Q z® � (� wo � KOU U oa 0OU Z C o C No K Lt Z WZ NO g& Z J < gW 0 < QW �Z U W d LL �o a nw r— NJC=� o h � w,W �Ir � zl�d U 3 >L J 0 0 rn L 0 `� U CN Q Y O O CL C m � o r E co C* r 2 N 1— _ O � N T E c 3 M N M Z z E (D N ly a; ` FL U _j Q p JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - B1 TRB) Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Ridge Off -Ridge space. The ventilating area may be reduced to 11300 provided that at least 40% (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be venblated.Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by eave or cornice vents. ATTIC Provided -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** SPACE SO. IN. SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper (Values to be verified with Manufacturer Specifications) of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators . OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA! UNIT ventilation required soffit ventilation vented be provided Ventilation Ventilation (See Elev) .SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA I SQ. FT. needed required sofrd by upper . STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. needed ventilators *If not enough vented soffit is provided due to fire protection, the contractor shalt use the 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) Main 21 2 Floor 2377 2282 326 1141 81 570 (Zone 1) 315.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 591.0 ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" N O N (V CV M ,d0y�1143i1;lt� o L-E (.tin O j'�i �.`�0��.•�C r rV •s'1✓s �.� • '' Fd0 P 78750 : a t"E CF .` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � W !• a o E 8 �# Lo to NJ Q U)Mv� L Y J LL LL Lu a w O Z ipc� O jp N co L.L O J ma -rn < ¢ z ILW a N M Z -W y 0 Z ODUmai W V M � Z N � Z � Z n J /n N M ♦(nLZ .3 L W V O W s V) c �' Ln w � zL L U o c d 0 Q Y • N (O� M 4 W g O ZZZ Q J L.L Ha f0 � >Z Q H i R0 O oa 00 z - C O fo zr az p O � wz N L o < o ¢� m `< ro - �yU y0 O Zz z QW n a W �° — o � w O >_ a� 003 VO z� �O > LnCd J O Cd L 1= 0 > U d' �— W N Q Y 0 O CL C m o ... E d. = N O r O1 .� T N r rn E c CV M N co z z E O y ii E 0 a o JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 5 C c C 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 114 SLAB 65--0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5' 4' V-9$" 3'-2s 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-10M' 5'-11sa" 5'-0" 5' 4' REINF. SEE PLAN. FOUNDATION PLAN vLF w ��• w C a A H.B. TYP P@ 1 STORY S3 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 01 co r Ill fO \ I I I 16'-0" 2,-Oa„ 6'-10" .. ; I L \\ 11 \ \ SINK / DISP 1 1 o? I in to G rA - ND.W. o STEPS AS \� \ I L — — —J I CHASE TO IS D : —iE _-- -----= ----- -- ---- ■ \\ I — — — — — — — — PROVIDE 1 Y" RECESS \ \ CO L — — — — — _ — — — — — — J CJ OPT. —I— CJ CJ ; \ REF. I ".'.'. 0 1 I I I I CJ —I41 ■ TYP@ 1 STORY U.N.O. REQUIRED FOR SGD. REFER TO \ '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . .'.'.' : ::.' 10'-10t, PER FIELD I MASON'S SLOPE FOR \ KITCHEN ISLAND CONDITIONS WIDTH \�� \ LOW WALLS • • • • • • I : ' :: ' ' o v 4, 0•, 16'-10" 12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO W/ (1) #5 REBAR VERT ABOVE SLAB \ \ .......... . \ ■ ■ ■ TYP @ ALL PLACES SHOWN I \ \ I TOP OF CONCJ PAVER T BE 4" 0 -0 (2) #5 REBAR HOOKED FTG. DOWELS 5" EMBED \ \ I BELOW FIN. FLR. HVAC CHASE 4'-0" 4'-4" 4'-6" 01 VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ I STEEL" \ � BASED ON PROVIDE Yi' 9" SLOPE, I FILLED CELL x LOCATION \ RECESS FOR FRT. POOR M I L o \ \ 2'-6"x2'-6"X1'-0" FTG 'nLO I S3 •- 25'-1 Off" \ \ \ 9'-5� W/ 3 #5 E.W. \ \ 128 ( ) • S-O" �e 00 128 ■AV \ \ — — — — `r \-77 — — — — --I— I ....... ........... F4.7. + ....................... S... i — — — - b A .. CJ CJ \ � \ I • \ I K CC (2) #5 REBAR °P TYP @ 1 STORY S3 S3 I - S3 VERTICALS w/ in U.N.O. I Sri I•• AHU I I FILLED CELL I CV 2'-6„x2-6„X1'-0" FTG _ ; I : _ 3�-5„ _ W/ #5 E.W. 1/2" ^ 7.1„ 2'-6" x 2'-6" x 1'-0„ W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in (3) G -3 I O S3 I I OPT. D PT. I SLOPE M FILLED CELL ry • :. ___ ____ M 5'-3" V-10„ 3'-6" I ° , cq o N � • I 3-1/2" MIN 3000 PSI CONC. I I 2'-724" 7-10" V-I ": ' EDGE OF SLAB 2" l I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I N 3-1/2" MIN 2500 PSI CONC �� S3 'n SLAB OVER 6 MIL VISQUEEN I L9 I N 20'-6" VAPOR BARRIER •' 35=4„ 1A ■ 10'-0" BUILDER TO PROVIDE l (2) #5 REBAR I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I co I WH• WHEN REQUIRED o o% PER FBC --------- 1 --- -- --------�' — — -- �— ------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ V-6" L 5'-7$„ M A S3 TYP @ 1 STORY U.N.O. 6'-0" 6'-0" FOUNDATION PLAN MONO - ELEV-B1 SCALE: Y4'=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 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" 0 N N N 0 ram,•;, ��„ k P't $`�•.. s-<•�i.• `� • • No P"78750 • � w .Zi T OF •'�: ff• ��;••`��: O• ft 1• %S:SC E�,C��% �/f/fl1i111�� 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. cif n s� EE a N O O pq r- J J LL N O' .0 Q t -W, $ ik LL W a� 04i CD LL 0. SY� U_ LL a W S 0: �RC� W 0 M a IpjO' a a Z M Z to p L LLW N Z oc U y W 0❑11 c� R z N z (oo Q v J N^' Z v 0 � W LL 4 fn t'a W W U O W s L', Of Y (CS ~ LIJ t N co s�o ti coo W M O Z � w o gz Z>Z .- Q� Q 0 — z 2® oa t— ro U ° z d E N � o a0 ao ao az Ez .,�.. L (0 (n C _ z UY U N mg O Z Oz z �• Q] J m F Q W sm N � � Z az W a� yw o w �t �o C:)a= t0 <i oza �' �3 7 u, O t ^ W � I�0 W L 1: O O Q Y o O C m CD H E � r co r = N CA T O� .� h � N U-) E c M M CN �; 0 m z E O C a E 0 � a JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 6 ., .. -1 _A. __ RS H ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 1 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r e a HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 --�-- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE):ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE yloa�' 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4"O.0 IN FIELD li ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: j Q ' G) SHINGLE: %6" EXP. 1 (24/16) or t%32" EXP. 1 (32/6) � I TILE: 15'32" EXP. 1 (3�'16) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1-Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILSft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 27 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[6:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. CJ1 CJ3 CJ3 CJ1 MARK 0 SIMPSON STRONG TIE CAPACITY FASTENERS CONNECTOR SYP SPF USP MANUFACTURING, INC. CONNECTOR CAPACITY FASTENERS SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1 /4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22-10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ () 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 -10d SPT24 1090 12 -10d HCP2 590 1 555 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/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 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 64' ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY 'ARRIER (1% SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: 14 "=1'-0" N O N i M�.rt y:.7`ii !� N CO: • NO P1= 750do -35 S AIT 0T • A'4 O R j 0NA� o+`%` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W I- Q r E c$ - O M Q 19 d� 000 N 3k LL W 00 0 to 1` 1,� -+ w a u. d Y eiM0 WUi LL LL 0. LU Z rn 0 O W L -0 8 W � -cc N d" O ��°' Z LL j 0 N Cl)Z N O Z 0 U U .�h N W ❑�❑ z ,QN Cl) z $ Z G v J N^' — N M 'W V O LL T C-0 W a A U Ow $ N c d '® w 2 U C • C C', M ?< w z M _J 22 i Q a i O o w ?® Q E (O y ~ fu C oru so O a oa Up O U & z O N Qz 0 wz ¢� (n C ao Y U mo Z Oz z Cn L '� "m Qw s a* w z z go W C 2 20OW �� �w U-'j CO � za 0 �3 °O = �L J CD c� L � > U 'd• •— CD N .". Q k ' O O ca 0 V ai T co'? N T E c NC,) M z z E O B c a U _j Q p -1 JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 7 y -19 ILi 'rIf 1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 0 0 O O O O �'�• 8F8-1B/1T 8F8-013/1T 8RF6-0B/1T v © © O 0 0• "0 8RF14-1B/1T 8RF14-0B/1T COO 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T at LO O 10 0 8F16-0B/iT 8F16-16/1T S ®0 O 8F20-OB/1T FORM dr GROUT SOLID CV Q o �W 0 /5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. 3FMIN Emuam OM F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR BOTTOM OF LINTEL CAVITY 8F 16— B/1 T U tNOMINAL, QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5REBAR MIN. CI (1) REQ'D L/EAR ALTERNATE POWERS STEEL LINTEL — C a = a ° a a G M.U. #5 REBAR AT TOP ° MIN. (1) REQ'D Q 1-1/2" CLEAR Q ° e d Z GROUT D io ° n a Q C.M.U. 5 REBAR AT = U) m w • BOTTOM OF — a 00, LINTEL CAVITY U Cn \ /n1 'A —BOTTOM `6 a w U OuJ uJ REINFORCING PROVIDED IN o LL r7Er Z— p W ,n D /� D 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL a o� 4 �o �o 5 REBAR AT BOTTC AS INDICATED (VARIES) ut W m d MATERIALS c-f-i preca �ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi wl 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementltiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN — ELEV—B1 SCALE: Y4"=1'-0" J� 0 0 N N_ M ';v O • No PE78750 v� � w r • S A Te' W � OF 1C! OR1 •f0(y;��E 4�v '��ttaftrttii�} 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. 61 L0 E rn Goa o 8$ ��*k 0 FA cb :? � � � N it LL W dl 0 cor-�4 LL W a- pj M 0 [L YYn J u U. a W S 0fn tmrn�Oc ors � �Z/ W _ m 0 J �ipj6 Z L daa co a N c,Nj Z Cr r� 0 Z 0 , U)i W DDD U m Q Z N 8Q Z n J d U) r, - N N Z v U axi o LL J U ry W p m O w $ � c '® U m c W J � _ E �® U $' ='o • Q N C O M W Z o � LJL E z �R go Q O E U N ~ wo <z �o w¢ 'o oz Z O E N f6 L a p < fg d Z � w M ozz m� Io ZCn= J sZ Fa o oLL� go d W d raw F O F, ax zIa o 3 °O = Lo J O CO c� � U Q ' o O CO c CO H E t\ •��� v fD O7 T r = N T Q T E c tV M N M z ca Z E O y av E °� w a o _J JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. 8 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1, POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 5(rMS 402-16 & ACI 530.1-16, ASCE 6rrMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 2" 1 Y" y44" CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4,3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED 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/fPI 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8• SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatioNsprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department ba licensed pest control company before a certificate of occupancy will be issued. geTcertificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1)/" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 %$'. THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N N N M 0 P �,� kpl t11, • N0VPE7750 • lrz WSOF : 1u. /O N A\- %%`� �lllltlll�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code . Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E F O C 8 N ik Q 0 N J w00 C m J LL 0 N O LL d Y Qej ' er u:i rn J u- W 0. Lu0 YSYS Z L fe O O0 W �N� d' O Wj 7" N rNj Z it rn 0 LL a Z O U U 5 y W ❑0❑ UI th N z N J a U) z 8 Q� ALL G w fa L w $ i ^ Ly N w m a U 5 • Q Y cli M O � _ffi uj z ® O E: U I_ q w Rzo �o oa 0o &z Z-E �N NQz& � Q) awZ oWZU o .1 o z�G <� M r Mo C.0 a= Ov 3 .2 C:) = L J m 0 L 'C � U CV Q > 2 0 m (� 0O = N � .� O 04 _ rn Lo N r- zN co E Q m m c a E a3 0 _j a o JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. SN 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 5'-0" C7 O STUB OUT FOR o o GAS METER to fV = • 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. 1U-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS =TOENA CONNECTIONSDESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap / 1-1 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 Y8" 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 over suash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in areas=20 of high / lateral load. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam z1/16" One 10d box or-20 sinker nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BCONT. #AR I HOOK (�BAR 12X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI i *MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN I OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. 4 max. L I~ u Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate ® BCI 5000s BCI 6000s® BCI6500s® 9-1/2" ! 2-8d 11-7/8 2-8d 2-8d 3-8d 14" 1 2-8d 9-1/2" 2-8d 11-7/8" 2-8d I 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/ " 3-16d 3-16d 14" 5-16d . 5-16d 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 wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* When joists meet over wall, provide IF1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6- A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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. 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 AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 I Plumbing META12 TSS INSTALLATION �L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger ✓ \ \\\\ Filler block. � Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— k r J 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 " T depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM---' • ' SEE PLAN FOR--'°• ° . • FOUNDATION INFO STEM FOUNDATION GRADE .a A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF • SECOND H10A SIMPSON 10A'(WHEN w/ (18)10dREQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE Z \ • a • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a' d da. 4 av G a a d d A A Q Try Q SEE FND. PLN. SIZE & REINF. CV N N P,. ♦�%N*" L E Vl�/(Oi �� o ` �; • No PE78750 :* • � .� :• .,J S T T `_ F C) • , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Lo co E r` N CM J v d�N�� Q 8810 Vl *b LL. W FAQ a W� N C, LL a d C5rJi"aw 0 Z toe_ �. N(O a' O J Z L L aa N Z m rn O Z ODU_j0 ❑ I� I� W Ur " z z J z � N ftu, M U W 8 c _(0 W W 8 8 I = L A c c, ° f0 Q N �� o c � z M zZ OS U_ z� � � R Z® Q O N 6 wo z o' U oa Uo 7 O U Z C O N � az ao wo °d �1 Wz ,.�,. L ro �` o 1 UZLL m g z o Z UO J <b W gZ o Z ao W � �w A w w� coo � o� za o. u3 La J O /^ rn co c� L 1` CD .•. Q o T > CD a U m (0 E r%% r I:U 11, 0) r = 04 T O) -� � N T E N cy M z E O y ` d U Q p JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. SIN 1 I I, I'll Y1fiRlernllll'T!'�ritII 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 f w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER Ip ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM . I °' P .. I I 4 D7158-CLASS G or H, or ASTM T o • D3161-CLASS F, IN I ° I' 12 ACCORDANCE w/ TABLE I I I I I I I (NP') 7I VARIES R905.2.6.1, FLORIDA BUILDINGI I I r l• I I DR CODE 7TH EDITION (2020) RESIDENTIAL 1 ROOF SHEATHING -SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE 3/4"=1'-0" _ FLFV_ VARIFS� 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP ED BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE AGE LUMINUM FASCIA \12'N,O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8,x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" /4/—NOTE:EXTEND BELOW GRADE 00 r2 o � 6 MIL VAPOR > z BARRIER ; C 4 � • • CV T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY ON 3" CHAIRS TYP. ) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K"A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 X" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS IT z t�7 � •• i• 4" — 00 - T _- I SEE A/S3 OR J/S6 TrT T FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S 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 s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 70016" 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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" x IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS :IF r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. Y-O" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. ,3 1/2" MIN. d ° ° ° ° ° ° ° d ` ELEV. -0'-31/2" O Z A.F.F. 2x4 CONT. ° ° ° 1/2"(min.)- 4" P ° 9/ — 1/2"(min.r 4" I I ° ° d ° ° �' 00 _ _ 00 / ° ° d GARAGE DEPTH VARIES ° ° (1/2"(riI" ° • T 31/2"(m n) - 4" - — - (2) #5 CONT. 4" V-4 8" (2) #5 CONT. 4" 1-4 g'� GARAGE SLAB AT STEP(*B� U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc"� @rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GON' �Lt OAP PCS '(�EOS� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ ,�M NJO s LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �, LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR " "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) BOLT INFO. 5!8"x BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS �,, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a o BOLTS 6" MAX FROM END OF 2" x PLATE TYP r ASSUMED FINISHED .. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Ui P GRADE ;, _ o e z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- =� � MONO OR STEMWALL _ ch >. FINISH GRADE 60 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy-- 60ksi] g[ _ _ 4tll�� FOOTING MONO SHOWN u °°O — _ °0 `L' — 6 MIL VAPOR BARRIER n ° - �� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ° [I�T Q FOR CLARITY ° ° A. R r 17/8 — — #5 REINFORCING BAR x'�T '••'•� T'' ° p D ° ° III —III —III —III —I 1=1 I- z #5 LAP SPLICE NOTE: ° p D I —I 1=1 I=1 1=1 i—I 1=1 • e_ *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY ° I —III= � I= 1=III= li � � 95% MODIFIED PROCTOR ASTM — — — — - I I=1 I I=1I =1 I =1 I=1 I=1I I=1 I=1 1=I 1=1 I=1 1=1 11=I I1=1 I I=1 I D1557) TTT rrT rr� 11=1 I I=I I =1 I =1 I I=1 I —I 11=1 1=1 11=1 11=1 1=1I 1=4" V-4" _� II-III_=III—,I Ifs ��I III ��III,;,I II,,I11-111=III=T FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. •- FIBERMESH GRADE �11 HEM L_ • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 6 , N M N co a ..:' t4" 1— SEE A/S3 OR J/S6 -I I i I I I I i l- FOR REINF. INFO. 3" MIN. CLEARANCE RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAMM • . INTERIOR a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a GO C . ' - CV M 6 MIL VAPOR BARRIER (2) #5 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) — SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " . CONNECTION INFO ° SEE PLAN FOR ' x & LAYOUT DESIGN - - TOP OF BEAM SEE ROOF PLAN c ° a: ' ° a (2) HTS20 FOR STRUCTURAL _E Air BEAM SIZE & N a 1 CONNECTION INFO M 8 I• I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ _ PLATE �n6 MIN 7/16" O.S.B. SHEATHING SEE A/S31J/S6 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 Q COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL Q > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 _) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � � INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° E d M FILLED SOLID (SEE PLAN FOR - _ _ _ ° d _� ` 6 x 6 W1.4 x W1.4 =i SIZE AND REINFORCEMENT) 0 oa- ;III=11 ° ° • I=III=III=III=1 =1 i WWF OR FIBERMESH "' z= _ P w Uj �=1Ti=1 ��1=1�1 � 1=1 � 1=1 � 1=1 � W 1=1�1=1�1 Z a BRICK PAVERS or SLAB PER o w w 00 = - = • • °• — — — — z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 i • 1 1 i •MMUNITY SPECS Fli FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE .41 SEE FOUNDATION (SEE SCHEDULE) CONC. PAD iNFO. P. TAPERED COLUMN FRAMING �C�Dl 2 PATIO COLUMN FTG. DETAIL 0 N N o \ \ v • G= No PF7875 _01-QJ �, .% o +O N P,\- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W n O a $ O ', °- �ahe a �LLLL d W 0 t m IN �Zy '' a N (p Q' J Q � ¢ 0 W Zr a = N M Z y 0 IL IL a . Z pV 0_5Cn W ❑ ❑ ❑ (D z � z V) z a--+ N � a U 0 W s ul C N Ln ,U„ � t z < Y O M M 9 109 W z L �o Z® F CL gQ XU UO XU a Z O E N a � ° �p a 0, az .w N m0 z Q W �z a °0 Wa� ) (; 3 . N� F � y = a O �x O3 zl¢ > Ln O d c� L � 0 U — CV Q > U o O m � O E _ (V T— 0) o CO C14 N T E .E M N Oih M Z z y 11) E ci a ci a o JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2 x BLOCKING @EACH END W/ 10d @ @4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" vARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR J rA WALL CLEAN -OUT WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT ■■■■■■■■�■r ..,.. - . • • _ ■ 'I' ■1'I IA� f�■■■■■■■■L ■■I IN IN ���■■■■■■■■■1■ ■■L■I�� III■■Z■ NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q r UJI T > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a e BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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 NpO1V �14 2x CRIPPLES @ --i 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 STEELAND 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 rop 'ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) 3 (2) (2) (1) LSTA30 9' -16 (3) 4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN 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 rQ-",� SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FB'LOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS � = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN O.C.STUD . O.MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE 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. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 kSPLICE NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J 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 SP2 2X STUDS @ 24" O.C. ,LZ/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a as a INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTESS SP4 SP4 a SIMPSON SIMPSON SP4 SP2 r 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 J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 Q a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT BOVE -OCKING 2)16d TOE NAILS :A. BLOCKING >X8 WALL ABOVE :NTRY K.O. BLOCK W/(1) #5 CONT. & FILLED fB"X10" J-BOLTS 2'-0" O.C. AASONRY WALL C 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED Z�:l STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 f.(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW01 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. 0 N N . • � . ! _ O Teti Lr No P� 750 •, . * .. � Y :W= . 1.0- 0 `e., S O N P�\ j To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 n E V e 6 P J LL C P" w d: �N0 LL 2 Y h a �LLLL aw J _ 1 Z L cc a 0 7 04 O W �2pjO' a d� n Z N M Z - LO O ZpV U� rUn W ❑ ❑ ❑ (D Z N C, z � z J vt z C1 U L 4 N (c W J o a V 0 LL, s Ln C N �cn CU ' ® W M g I L o � �w o z Lj- E W ) N ® E cc 6 F 0 wg z gzo R U ❑a UO U Z N � L -0 1.18 Ez wZ (6 * 0 U�Zz m s F , zN� rA J N O a ° Q W 2 �, 3 N a3 0 o o 1, W U o �Z '_ � o < Mo r = � � H w °zl�d a ° 3 J �L O O L � O r - N •= > .-. Q T , 2 C) C m o E �. i— qqr co r 'a= N 0) r•_ •� O 2 0)co Lo r rn m E N z m z 0 0)M E E E '0 20 °3 m c a U Q p JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. S4 II11 I I' I I pR It 11 1 1 IRqpR'+' jIAf1m1' 1' jI` SIMPSON HGAM10KTA W/ (4)1/4"xl 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 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING x4 RO. 2x4 CRO BRACE SCHEDULE FOR 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 1/2"' 7HE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSI T OSB SHEATHING ATTACHED 10dX3" 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX* g" IF >9" SEE 1O/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)1Od & (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 2x4 "T" 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 FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP `" "' " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES `� 00 � 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT " 11 (2) 2 x 4 LAMINATIONS W/ (1) ROW " 1 " " (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 L CKIN 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 TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48;' O.C. 16d NAIL L BRACE ATTACHED W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 10/S5 r WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4'T' ON TOP OF PANEL EXT. WALL CONN. a@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING W/ (2)12d TOENAILS =I NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS, SAME SPACING) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2)16d NA (2)16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 • . ° n ° • • e � aft Q•° � ° n�l- \ ° 4 }I n sd I d °_ d ° IA ° • • °'I ° a • ,° °I .a •� °In • • ° ' I •• ' °°a .II° a°° CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)10d x 3" AT TE EACH CONN. @ 24" O/C �-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. Qa EACH VERTICAL AND (2) 2"x8" FULL HEIGHT Oa DIAPHRAGM BLOCKING NOTE: 1)1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) 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. LUo CORNERJACK U UIl � S w z Cr O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. JIS5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LII�IIO l�I B9 NOTE: I -TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 N N N M 0 e we � • • •�• N S . v�s� Sj� �;• No P 78750 �'• STATE E O F Lug ' LU` ;;.r�.c4OR�o •�j�%S' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F Lo E goo Cor Q N O N o v J LL 0 •'0' ... O' r- S J :9 In °Q N *k LL Uj d a a -9LLLL 0 Z L m > 9 ad W39m s �_j Z LVUZ _j N�Z co W ❑�❑ N z M zg z N z �m 4-1 f6 N LL w g o p U 0 W s V) �Nco c W '® ~ 8 i _ = 09 c � 0 e Sa o co �w M o� Z 2 2 J to E - 0 O c� �D wo 90W� — oa ZCD H Na� x� a�(Lz �V ww w wo �o ¢� mC, . a �Zz �m Oo zco� co a • <w �z NJ 3 a� 0 LL �w W �o rg-g J C:)W =5 �o I c�0 la i' a � a 3 °C 120L J C CD o c� L � 0 O N aa) Q > O O r1 L.� 0 m 0 (0 a)C I� E T � to r = 04 ai T 2 C Lo N t— ti E N CV) N c� z° m z E O n E U _j :2O JOB NO : 21-4279 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER —1x4 1/2" DRYWALL 4 1/2" DRYWALL DOOR JAMB (REFER14" P.T. TO PRODUCTAPPROVAL TO PRODUCT TO PRODUCT APPROVAL FOR CON APPROVAL FOR CONN. FOR CONN. 1x4 1 X 4 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-112 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. &2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/M.1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" rx4"DRYWALL x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIP 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. Rl\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR—( INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX ir ISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO .) 1. 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTW4,, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W1 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBr (TYPI) STD. 90' HOOK (1 ±5" L NOTCH WEB AT FIRST 2 COURSI L ,APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE i TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL> REINFORCING AS FOLLOWS: ­7 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ " * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. D NO FURROW. 0 F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4'Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY rL SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER 61-0" v n GRADE N ° r •D LL ° (2) #5 REBAR. MIN. W 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" L FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS kR `111*4 THE :S ' I #5 REBAR (TYP) ' 010, 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ALUM DRIP EDGE BRIG WALL TYPE PER PLAN 2x SUB FASCIA 2x2 #2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3" LONG T-NAILS @ 24" O.C. - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. SECURE J-CHANNEL SECURED w/ 7/8" ROOFING NAIL (TYP.) 48" O.C. SOFFIT PANEL ATTACHED AT 2X2 BATTEN & 2X FASCIA w/ 3/4" X 1/4" CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE 3. [F] CHANNEL APPLICATION: MASONRY; SECURE [F] CHANNEL TO MASONRY w/ T-NAIL OR STUB NAIL .097" DIA. @ 24" O.C. w/ 5/8" EMBEDMENT INTO STRUCTURAL WALL WOOD FRAMING; SECURE [F] CHANNEL TO FRAMING w/ 3/4" X 1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN INTO STRUCTURAL WALL SOFFIT PANEL ATTACHED AT 2X FASCIA w/ 3/4" X 1/4" CROWN STAPLE OR 3/8" X 3/8" STAPLE LOCATE (1) AT EA. GROVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR SOFFITS V-4" & GREATER REV. 03.22.2021 BLOCKING REQUIRED, FOR SOFFITS LESS THAN V-4" MID BLOCKING NOT REQUIRED *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." 2 X 4 #2 SYP SCAB TO SIDE OF 2X °Figyq TRUSS DOUBLE 2x4 SCAB FOR 2 6 TO 4''-0" O.H. + + 4Fl1iOTy (2)10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOC ING AS TRUSS + REQUIRED ITO + SUPPORT SOFFIT 2X4 SYP EACH TRUSS CONNECTOR • SEE LINTEL—/ SCHED. ENTER SOFFIT PRECAST LINTEL I , IJJJV SEE ELEVATION j�`� FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ - , Eby IWIT1111W z O U_ 0 w Q I— U U) @ FIRST COURSE 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED or--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. e OVERHAN ., ,• RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-011 5'-011 NISH FL 4. I� Y kI ! 0. s °' ' #5 BAR 10 ° XX I> s Q p. ° CENTERED W/ g .:' e +► I IN TOP 4 • E-,k KNOCKOUT/ CHAIR BLOCK MONO FOOTING .� ►• SIZE AND REINF. PER PLAN °. AND SECTION DETAILS-i CLEAN FILL .► • s 6 z DIRT — °; ° STANDARD 4 90' HOOK iv #5 BAR IN FILLED CELL Nk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N O N N N CM }i 1�0 ✓r, ♦♦♦`,'fit OF- v+ •• No 78750�; ,. L/ ILI •� •• C•TA 1 E OF �•�/ . '• ••• G l0 N FS��E,♦♦ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 0 W ^ F o E O r>8 R^# 0 6tj i 0 i� ac ,n a u)0 :1rn ^ G u, . u, _ 0 LL a Y 4i M -9u-ti aw 0 0 z L@8 0o 3 _ Q<¢ W ��o,rn Z Go a N M z M N 0 Z O U U_j u W (D z N z� z F N z 2 � O o 4--+ C.0 (6 w � )00 w 8 V) c `� Ln w 8 m i �! _ .2g U 5 � ¢ • 0 CIS soy O M 0 9 Zz Q J :. E z z 10� -0 Z® OW �_ ro ° ❑ a U ° ­0aI E -_(D <= XZ W z w � L 0 ¢ < ❑ �� m ro 0 0 zZz J c`�b sup � ow o� Zo g0 az W a0 �� N� =� _` CoC " °za all o3 �L J O m M C7 L � � U N Q > U O O a, C o m CO F'— O r E VV ) _ .— CV r rM cV r E N M M z z E Oc 2 m a a? U .°t Q p C JOB NO : 21-4279 SCALE : AS NOTED SHEET NO. SS 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<-_r] 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 c PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. hA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF1 SCALE: NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PAN FOR MOI VFO SEE FLOOR PAN FOR (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w! (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE t-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. _T 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR SCHEDULE/PAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �� SEE ROOF PAN 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 F_� A SEE PAN FOR 0 O SEE PAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS J OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR A ! NAILS AT BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 2x4 #2 SPF BRACING @ INFO. 4" O.C. INFO. EXTERIOR SHEATHING 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W! (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ 00) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE j j� SHEATHING ATTACHED � 7 PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN G 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION 1/2 PLYWOOD ROOF SLOPE PK SIMPSON LSTA30 w/ (2) 16d NAILS TO (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ j BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) �;_� MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING SEE PLAN 16d COMMONS Y 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP & BOTTOM NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 46. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2X4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER TO GABLE TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR •. LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION r22"' SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS DETAILS & SECTIONS N 0 N N N ��1D�ic.e3l�f� o `�� P'. LE Wk `,` �: • Pd78750 • cc :w r p• STATE OF 10 Fk N A\ /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. 0 a o �8 �� 't 0 5 10 rNi!� LL Yr� a JLLLL a w 0 11 Z r m °' � o g cc §' I ,4 a' 0 j Z cc Z d a N Z x0 Z 00 Vus _j v) Z z� - N N Z .9 Cz N — > a) u, U � O Li N Jum c y �N 3 171 U, . '® 2 U 8 o w M � o z U_ I[ E �� s �® w° = X V U ou 0 UU z O O N L i� a z ¢¢o p ¢ a W z tx� c v 6 0 U 'm m 0 Z °z '<W Z J wV b g m `2 ?� a ow � w go a �w W v N& CD.w w , cc'0 cc '0 a co � a ° J �L 0 L � 0 � U d' Q ' O O o ('} m CD c T (fl r 2 N r o Ln rn E (V Cy co E Q E a; 0 J Q J JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. D 1 IT 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 R 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure i 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHI� SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WPi 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 i 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WPO_/) SELF -ADHERED FLASHING MIA EXTERIOR DOOR WITH DECK SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary TILE FINISH- 1/2" DUROCK- E 4M SELF-ADHER J IYIIIY 1'4' PER PLAN 1'-0" PER PLAN SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 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 (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, 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 V,. appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based A I sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 0individual 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 SILU 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 INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED g ppflashing, y g, y g pp FLASHING JAMB &HEAD R703.4 Flashing. Approved metal vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHINGFSELF-ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW7 g g pp (SEE DETAIL WPo,) /r\ used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD me :LF-ADHERED FLASHING TCH iHERED FLASHING 1 2 4 5 8" CMULi 4" OR 8" CMU (PER SEAT DEPTH) ° Z Z FILL WITH GROUT a ° Lu CL d PLASTER STOP = W CONTINUOUS BACKER - ROD & SEALANT U uJ SLOPED MUD BED ° _ 8 a� a � w A �T VINYL SHOWER PAN ° ° Cn SLOPE a - d Q a 4 4 4 4 SHOWER SEAT Fez E SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASEADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. 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. 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. W t r R ' t t B rri 7.7.At built-in clutters. a e esls an a er Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (Si LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS kSTER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH 2AL FRAMING iAL SHEATHING 3AF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. yq�a� 101 Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 becaufked using Stampede or Sim. caulk for all 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a �^ E M ♦ V o N N N O 8 CW4 6 C J 0 0)(AnrL W -5 Rn � Mo �' * LL a �w 0. Y Q MU.i aw o Z 13 L t0 0 0 �. sMCt0 IY 0 J Im W •3 ILW co N M Ci ¢ 9 a Z W to O 2 pv _5 0 ❑❑❑ R Z N � a) Z J U) V) Z vC1 U (ZS .J C!i lL w m o p O� w V) c a W J _ 5 c (R Q 8 Y - 0 40 o �W C.')p. __J wo E E o w0® (6 6 i 20 �C U aF oa Up � U Z C� O G N � a. wo r� aZ ¢w N C _ C D� �a o " Z Z N `r� < w sZ Z WSss 2 2 C U o LL0 <� ao � o GIs c0 °za a 8 3 �O = �L J Q Q L 0 0 •= > N .-. Q Y O O 0 ~ W 0 E T (6 = r N 0) T- TT� ^ a OLo .L rn j T CV cy M Z Z E O E (a m C a ci Q 17 JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. WP 11l}irr Mounting Brackets (10 Gaugel 41/2ex4112'x2.1Z' Tr Back Cross Support (May be cut to W) See Arichor Schedule I I; Right Bracket (16 Gauge) , /2" Dia. Cyaly T (Typ.)ypJ ° g 0 � i114 Self -Drilling �� Screws 1 a��sp A/C unit Bottom Edge a Hurricane Strap (Typical: 3 in front) ,illAShBrs Front Cross Support Self -Locking Nurs (May be cut tow) leftBracket(16Gauge) pi, Self -Drilling 5creftThruBrackets 6 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each stye for hurricane use) 5pa:aFic ugedJatuln warur±wid SW� as pawarloi 7neh raga. }iwt cmac An Rroac dYLral fm sea apt � e amp �9M-r Fields department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pays 1 of 15U921 sea ibm(at mta 21M QlnPlain am 711p. Vanshan Mararfaeturr fact f8urher Lucerne VdklMed au Validated audNNed raC Approwl A *- AmmMI. 2020 Smart Vern Woductg. Inc. Mlonsuil Graharn Hrnas F. Nagro P.E. LCCxe Bowden P.E. 12MGM20 12ASM20 12282020 Approved C4kegerr: 8YnNtual CompolM" (817)4414368 PE73778 (334)300.1800 SWCd pay: P dude hlnsdrevrd a R..k of k1kr811e ailh-ta, New Technobgy Carrpiaroo Method' Evduason Report from a Flom. Registered Arehled or a Licensed Florida LUNUMLBRM Professional Erlgheer iaa.S hoAaY road. Nuribx K Noma Product I2esctiallaa Guru Aoacved ID.Igmli for Us. AtmrpwdforUso Outside .I4VNZ Impact 8W><i0t 00" Yuan, 1 SmertVad Model ai340-070 Due l Function Flood am Ventilation Vva 12/312020 Yes Yn NIA +100h100 2 SrmrtVad Model 01540.511 Wet Function Flood and V-111.1lm Ved 12J312020 Yes Ya N7A *100L 100 3 8m.rtVart Model s1540-020 Invested Flood Yen[ 12R12020 Yea Yes NIA +100/•100 4 emartYad Model am 540d21 Inwaatl Flood Vent 1N312020 Yes Yn NIA +100A1W 5 &mrtVeMMOtldd154" 4 iBiquph Garage Once Flood Vant I2a, rJQ20 Yea Yes NIA WA e &mnlVerd Moral 01540.570 Wood WallIn.U.ted Flood Vent 1W31CO20 You Yes NIA .1001,100 7 emxrtVent Modal 01540-574 14.564uOt Gorilla Door Flood Vent 12/312020 Yes Yes NA N/A 221111 TVevicalos, laandadurr Rbddon 2020 Drexel Mrals. Ink. cMegay: Realhg tAOC sopri: Metal Roofing compliance Method: Ew4atice Repot boon a Ratios Registered Nthtect or a Licensed Florida Frat-i-I Engheor Sffitt ra AMt rear. N er Mr K Name 1 Drexel MeM 0NM"Q Syderns £eft un )omit., bier ReN6Wn 2020 Therms-Tru Corpaebm ciesgpry: Enert.r Doan S laCdegoryn Swinging Exterior Door Aasan"te COmplionn Medical: Evaluation Report ft.. Florida Registered Archlteot or e Lkenced Florida professional Engineer 220 Product ModLL MaMr or Name 1 e. There-Tru Rber-CJaeak and Smoah-Sea 2 b. Theens-TN Aber -Classic and Smooth -Star 3 F. Therma-Tau Flber{(enk and Sr -II. -Stet d tl. Tnamla-Tru HoaFClaesk anti SmaohStar 5 e. Thenna-Tau Fiber -Classic end Smoom-Star 6 f Themee-Tru FlbarCiee to and Smod0r5hr 7 g. There,% Flbm-Gbsk and Smwm£Mr a h. Th.-Tns Rber-Classic and Sonoah-51., 9 1. Theena-TN Fbr-Oasdc and SmodhSMf Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Erdft or Canted Ispagarisor A LJ- Jssgnl Shumate Zachary R. Paler ffaciz 311-1511 P674021 i.hUrmMelid-lit.Can Product Daeededon DrC 106NA, DMC 15088, DMC 1755, DMC 2008, DMC 5V Pays i sit 1114=1 am go Data 20 validated ev Validated 8r6ndaed Fee Apple" AA rived aal Lore Boodn P.E. Oamo,2020 0&0gno20 Wn=020 10n32020 Appraatl (334)300-18W aniftJ5dgira09i Apabwdfor Use Aiaosedfatb know pedw centrar rdrltatlenDW Inlim QUIsildisHiffift Reslatuat man 121312025 Yes No NiA +O/-180 Florida Departmierlt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 3 1I2021 fn"Ity 20 go Date Pdadm =1 consist Fminaai UrAroe mmumum Fee Approval A--ap Stan Steve Jospersn Lyndon F. Sonmidd, P.E. Ryan J. long, P.E. 072312020 OTNZM20 07r2wo2o 10113CO20 APW-d (800)843-7628 PE43400 fail 3i 767-056 slegpereonQmemintru.eo m gq�L3pgig()g(gp Norms* e8A3g;6&qud; ImpadBqua; Opaque OuAWAssairlance Caitnd almlMtlon Dale 12/312021 AborouM for Use In InM dZ No Approved for Use Wtdrr NVhkL Yee Impall Resistant Yea Dalton l WA Composte Edge Fbal Sinak Door (Inserkno'Outawhg: X configuration) Ns mhal 6&A39;88quctlmpaaiqud; Opaque 12l312021 No Yes Yea WA Composite Edo. Fberaaae Shoe Door oM Sid.se(e) OnswhgiOuts,0.0: XO. OX or OXO conngurstiaN) Nominal 6&s39;8&4uct lmped8quot Opaque 12/31202/ No Yes Yes WA Composite Edge Fiberglass Double Dour wall or Wmcut aaahes (hsrdngoutawng. XX or OXXO p 11gurMm.) Nmlhd 8&039;0 iqud;lmesd&quob; Opaque 12/312021 No Yes Yes WA egmpoate Edge Fiberglass Single Door (tn-Ingnune- mg: X corrdguntlanl Nominal 88,03908gtd;Impad4m: Op. Clue 12212021 No Yoe Yes WA Composite Edge Fiberglass Single Door well rdagq) OnseingrOutawln0: XO. OX or OXO Configurations) Nominal 8&s36;O equot lmpsd8quot: Opagn 1"12021 No Yes Yea WA Composite Edge Fberesee Double Door with or aroma[ Sid4nes (hswhg•Outowina XX or OXXO cormgurebala) Nominal 6ae3S68quoLlmpa04quoL G ozod imir021 No Yea Yes WA Corrado Edge FbKglece Single Coe (Ins ilyQ tuain ; X ochtg)ntlon) kl. Nonl 6&s39;eiqud;Impac1&dM. Glued 12131fMI No Yea Yea WA C pests Edge Fiberglass Single Door with Sidebe(s) (Inaahg/Outswing: XO. OX or OXO ."gurati-) Nmmnal SIMMA Lquctlmpac%nwC Glued 12/31MI No Yes Yes WA Composite Edge Fboana Double Door with or ,ehout Shen" (hswin iOut-Ing XX or OXXO -mgurMan.) QuallwAsMemce Amroyad for Use ADprpYed for Use aNpaid Design its# bd $fa&�s(maa Cmo difm�itt IWmfi ! RWA= t� 12 I. Them1a-Tau F.-Oaede anSmadbSter Nominal b8A39;08qud;lmpeclBWa; Cleats 12131CO21 No Yea Ya WA Cares[. Edge Fbergess Double Door wok or withal Sidaaes (hswnptyllMag XX W DXXO eadgunstim.) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval ApplitafJon Detail Poe 1 d1 1151=1 February 12, 2021 r2MA1111l%T AnInN�fl\/A1 c�Cl%ICl/�ATIA\I QLICCT RIVAL SPE�FICATIC)N SHEET (2021) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 Cate oryfSubcategory Manufacturer Product Description Approval Numbers) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-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 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 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 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underla ment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/912026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ 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 Florida Department of Business & Professional Regulation Fapa1 oft Building Codes Brad Standards 1171J021 Product Approval Application Detall Emyor aft BYt Dolelandm Jul Do V,,M n iIsslissBim QM= F OAML►NOW Vedeabd Me ztukm gwam L ARM Ma MUM le-Islon 2020 Th.mu-Tru Corpbra6bn stove Ass -Lyndon F. Sohr"A P.E. Ryan J. King, P.E. o71292020 07112nm 07297020 10M32020 Appr-ol Celoporr EAerbrpoors (800)043-7628 PE-43409 (013)797.6555 Subcategory: eainging F1faMr Door Available. gja8ptlem(�lherfnBhU.CO Corpus oNWcd: Evaluation Report In- a m Florkla Registered Architect or a Licensed Floods Professional Engineer glagmLAsuraese Approved for UN Approved for Use lgm g,1mm .ti Ptodltt NQ�(r 1aRbK K rieltM S4$IM.. S hf1YfY OYlalde NNIZ Eft Pro%" 1 & ThsmeTru Film-clasdcard SmodhSter NaNnal 6BR38;8 "d;trpaCBquot Opaque 12312021 Yas Yea Yes WA Coposhe Edge Fiberglass 61400 DOW (hsWngrOuteeing; X eonagurMsp) 2 A Thamre-Tru Fiber -Closes d! SrnadA-Star Norrnd 88N39;6 &pd;li pad8µlOt Opaque 121S12021 Yea Yea Yea WA Car poete Edge Fiberglass Single Door with rdel")11mWrglOUaWng; XO, OX a OXO onalow stiona) 3 c. Therms-Tru Fiber-Oaede and SmaAh-Star Nominal 89"'.88grd:krgad8quok Opaque 12012021 Yes Yea Yea WA Composite Edge FlDK91e is Double Door with a wtsout Sddtn (InsMngrOutveing: XX a OXXO -fig rations) 4 d. Themla-TN Fiber-Clea9le and Smodh-Srer Nominal 841,0300&Wd:krpedequok OpaWe 121312021 Yes You Y. WA Carpoalte Edge Fiberglass Single Door Ih.WnpKXrtawird: X cmtgur".) 5 e. Thtm&T. Filler -Classic and Smooth-Mor Nmgnd 8883e;0 iqud:krpeetlIquat; Opaque 12012021 Yes Yee Yes WA Cmxwdte Etlga Flborfhes Slogs Door with Sdolica) IlmWngMutini g; XO, OX or OXO cmrgurdlo..I 6 f. Theme-Tnl Fiber-Oasak and drloolh-Star Nominal 88436;o &qua;InWoBWmrt Opaque /2/312021 Yea Yes Yes WA Composite Edge FibergNsa Double DoorwMr or weeaut rddtes tmoMngJOut%1ing: XX a OXXO configurations) 7 µThsmma-Tru Rbar-Classic and 9modh-Star Nominal 661M.6&glaimeet&Wd: Glazed 123112021 Yale Yes Yee WA Composite Elbe Moslem simple Door (hswingrOubwing; X tonrserage r) 8 h. Ths rr s-hu Fiber-ClKde and Smootl+Sler Nominal 68K49:8 s,gra;hpadiµlot Gazed 12131/2021 Yes Yee Yee WA Corsage" Edge Flbargla e; Singe Door wkh S chiltgs) (Inl wm9001isweg; XD. OX a OXO -fliguretio n.) e 1. Thmma-Tru Fiber-LYssde and SnmdMSter Nprind 01 'RM:8 &qud;klpad&Wct Glazed 1203112021 Yea Yea Yes WA Co asita Edge Rbergltes Double Doa with or wthod Siddtas dnvsinglOubwhg; XX or OXXO connyarelons) 10 1. Th -Tau Fiber -Castle and &edah-81or Ncmnd 8&A9Bp &ged;hpaddquct Gazed 1=12021 Yes Yes Yes WA Cenlpol t. Edge Fberlgaes Single Door (haWnplOutsfirg: X eoniguratlon) 11 k. Therms-Tru FiberClassic and smooth-Sw NaMnd 88a39p8cNaAr pectin Not Glazed 1MI2021 Yea Yea Yes WA Composite Elba Fiberglass Sngle Door with SddlMa) OnaoinglOdeWng; XO. OX a OXO omlburmims) 12 1. Th-.T7u File-ClKdc and 5modh-Ster Nominal 46#%.0.8gra*madiqud; Glazed 121312021 Yes Yea Yes WA ConpodM Edge Fibergon Doubts Door elm or with out Sdeldss (In.wMrp/Outl wing: XX or OXXO copfrpuretions) 13 m. Tharms-Tru Fiber-gaask and &no thasr Nominal BSN39:8 &gsd:hpatl8grat Opaque 12al2021 Yes Yea Y. WA Composite Edge Flbargle-Eiingle Doorwith &qua;rlon-inped6qua5 Stdeltals) (hsMnsoutruinp; XO. OX a OX0 eonf e"Ido s) 14 n.1h.-Tru FibeirLasde and Snoe61-Sler Nmand 68*39A&ga;bpoddgret Opaque /2e3l2021 You Yea Yes WA C-v.&e EN. Fibergan Double Door with &qua:NOn-ImpactAaMt Siddke6 ansolnWOutsaing: OXXO cuftmtan) 15 o. Tnsme-Tau NbarCdsadcald &nadn-8ler Nolin 121021 Year Yes Yes WA Cmpoalto Edge Fibir9an Sna. Dsawkh Bqua:Non4hrpadiquot rdtia.. (hewing/OuMwing: XO. OX or OXO cmiguraboe) 16 p.ThemN.Tru Fiber-Clssslc and SnoalMShr Normal 8idso&W.:kmpootaWrl, Opaque 1=12021 Y. Yes Y. WA Composite Edge Fiberglass Double Door with kgud;Na1-Impsd&quat Sldot. dnewinglOutsclnp: OXXO con8glnatibn) 17 gThemma-Tau Rber-C].Wc end &nop0i-8Mr NoHnd 6&A3848,¢d:Nco-bryaa1grd; Opaque 12/312(121 Yea yes No WA Composite Edge Flberplan single Door (hsWnscum ng:.Xcmipnaoon) 18 r. Thera-7ru Fiber-CMnk and 3-thaar Nadnd 6&031)! 8Qb ra;No1-mVsedrpd; Opaque 12/312021 Yea Yea W WA Composite Edge Flhagan rude Ooor wkh Sidows) (ItewirglousWng; XO. OX a OXO crnlburataw) 1s a. Theme-Tru Fbsr-dead. and arnsoerSer Nominal 681130;8 &gUMNm-ImpaU&rgra: Opaque 12n12021 Yes Yee No WA Corpoak. Edge Fiberglass Double Dons Wm or With out SdMtee 0n11W ngioutswln0: )Xa OXXO configurations) 20 t Therms-T. FibanCMnk and ShroohffiIr Nmrntl B&e39p Lqua:N-Imp.et&qud; Opaque 120312021 Yes Yes No WA Cmpoeta. Edge Flboryese Spat Door wi (In naladswllg; Xem/guretim) 21 u.Theme-Tru Aber-Navoc and Smedh-SMr Nominal 881130A&grd:N-I"&d&quct; Opaque 12/312021 Yes Yea No WA Curpodte Edge Flbergiou Sao. Door with 9tlelads) (Irrswln siMullema; XO. OX a OXD configurations) 22 v. Therms-Tru Fber-Cletdc and $MoallSgr mi Nonal 0"30p "CK,NorFlmpao&qud; Opaque 121312021 Yea Yes No WA Cmlpoess Edgy Fiberglass Doubts Doorwth a wthout rddln (mswingPDA.Wni : XX or OXXD conllgureblare) 23 w.Thermo-Tru Fiber-Caadc and Smouth-SMr Nannd 8913e:8&qua;N-Imp gt&qud: Glaaed 12) 2021 Yes Yea No WA Cmposi Edge Fiber ls. Snae Ucor ( haWnW/Oulawmg: X eontgunion) 24 x. Thermo-Tru FbK-Classic and Smooth-6Mr mmmit 4&A30;6 igsot;Na lmpad&wd; Gland 12W2021 Yea Yes No WA C.podte Erb. FR.9hesrnee Doorwen rdsite(a) OrdWnpodsWne: XO. OX a OXD configurations) 25 y.There-Tru FbK-Classic and SnoaRSMr Nominee 06439:6&Wo:Na1-Impact&Wit; Olazed imir021 Yes Yea No WA Composite Edge Flit o. Double Door Wm or wan &A rdeltes (miewingrputeWng: XX or OXXD cm9guretfine) 26 z. Thera-Tru Fiber-CYesdc and emood-Suir Nosnal 4&11 a ua%;Nmdmpad6quot: ONzed 12012021 Yes yas No WA Cmgoe to Edge Flbergass Singh, Door (hewinatOutswing: X collguruMn) 27 z&Therma-Tru FMr-Classic and Smooth -Star Nmtnd 88R3gp dWa;NOn-Impaa&gua; Glad 12012021 Yes Yes No WA Composite Eagse Fiberglass aloes, Door wkh Sddb(sl (lreW o0uhrOng: XO, OX. OXO configurations) 28 stl. Thames-7m Fla -Classic and Smoom-Star Nominal 8&M.'D&gAs;Nm-Inp6a&Wot: Gland 12312021 Yes Yea No WA Composite Edge Flbmoisss Double Door with or without S cunt. (InewlnWOutealng; XX or OXXO ccnly urdions) Florida Department of Business & Professlonal Regulation Building Codes and Standards Product Approval Application Detail Page i d2 152021 CAft Eotalwl 9" ➢ IL Ike Perot, no mu V.dm marvishudwror Contact Endm.BLkrMi > m FSCAroval 6g,,vf rmill our Residen 2020 Theo -Tau Corponallon SawAW.- Lyndon F. SonnetsP. . P.E. Ryan J. long. E. 10Y32020 07/122020 07PA2020 10n32020 AOprowd CdaQay: E.W. Dons (600) 843-7628 PE-43409 (813) 767.6ms WbOatopory. Swinging 6AW101' Dour Asaem.es skasporacrrtiltherron.co Complain. Method EvaUMon Report tom a m Florid. Registered Architect ors, Uaneed Flelide Prolessicnd Enli ver AmpwdfsrUe. Approved for inn mum MINIM anA lYeduct Yadr. Ik bMKNarn fop Sim! in i R-ddug E� 1 a. TaemltTN FberCaselc lend anleotll-rem Nominal 88N39:B &INa Nm-IrtpatlaWa: OparNe 1D'J12021 No Yes No WA Cmpoo to Edge Fiberglass Ungle Door (Intaalyanwrg; X ccrinwreagm Rodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Popp dal 1180021 C*a f taLa[ go ads oulas ponaltralg! Illsa Manage, ftlarl6Eglnc mart Endm.LlJereravaildelad BeYY d Suilindtled Move! Aua mom mom Rewaion 2D20 MI MMdows and Doors eaM Stenger Luis Roberto Lama. Steven it Wen. PE 100812020 10AW020 101i W2020 12M52020 Approved Osleo.. porye r.W. D (717) 365-3300 PE-M14 p17017d454 aeHxt.goiy: Adel, Fxbriar Door Anenbte. bst8h9ellimiwd.edw Crnpllana rrhoct EveNstion Repot tom a Florida Registered Aich&ect as U-.W Florida Profes l-al Engine. iaa8 R-edudrodr. ILnbr KN.nr Quoddy Asounares Product Description Carer 6Lia Apor-cif.Usa Anpfaysd In KV%Z guladdo for llr HIM � Rfgftasl f� fl� 1 9ERIE9429ALUMINUMSW SERIES 420 ALUMINUM SOD OXO 1207202! No Yale No WA 145-3/4&quotX80iqua: NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OX XO.)( 121312024 No Y. No NM 96&qualpt808quak NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12rM)2024 No Y. No WA 1463f4&quc*Lx9Wua: 4 SERIES 420 ALUMINUM SW REINFORCED SERIES 420 ALUMINUM SOD REINFORCED CY 12012024 No Yes No WA XO, XXOeAgdoLxS iqud: 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUMSGDREINFORCEDXXX 121312024 No Yes No WA 143&qu.Y96&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 I&MI drat version Man fa91rse ,wait VrdMed W YinSL&mltm PAC Approval Approved f RWWM 2020 Woyno-Daton, a dwdon of Overhead Door Dwayne Kornish John E. Scates Jamey P. Amason. P.E. 1DA22D20 09(29= N)2312020 12t 2020 A1NXoed Compaction (330)763-8121 PE-51737 (904)821-5200 Cdaosev: &W. Daps dkanlsh®Wayne-dsiton.0 SubCd.gdry: Saaloral Ehear Door Ai-rdlim an Compliance Mdh W: EYWudlan Report fman a Ffalde RogistaredMchhect a a Limsed Florida fushimmAgoo professional Engine. a.a s Proogct Yodel Nurbr or Name Product Diserlation aamLAUMURE Anasad /a Uaa A -coved emlOLRM"t In HVKZ for Usa smiled Kya goomo t gimm Prahmne 3 81100181001,8200 81105 981119: Mora W. 148 ISS: Nor height, diaaag 12131r"3 No Yee Yet +31.OM-35.00 available in top or InnrMldo section. 10 6000A100/8200 P1123 18&M. Mex wipes, 148a39; Max hoW. Gleans 12131IM23 No Yes Yes +30100A33.60 '"lleple In tap or Intermediate section, .+-o CD CU C_ to N (Q 2 CL) U CL O O .W CU CU U o CB J C o i_ O L.L O > .� E 22 C_ CU -0 � . = ��/�/�� ( Q Z Z W J E'alleasser Z U)_ O > t` C1 O CL Q L U O W 0) U CD m =:3 Q^ F- O LCU LU a z J Z Q ^J I..L SHEET NO. PA 1.0. a a--e i CQ W a- 0 V O Q O o (Q 0 L� W _(D •� /� O O O O W O LL .N -0 E O C'n^ v/ /e� C V O .era Q F- - .G U Q ■ C O ■ ri O W aa� O L Q U O V °- V m W � a z CU Q J a SHEET NO. PA le Floril� Daparfmarlt of Baseless $ Professional Regulation tNYa 1 a, Florida Department of Business & Proiaasional Regulation was 1 az Fordo Department of Business $Professional Regulation Dn➢s 1 ai Florida Department of Business Professional Regulation Pool a Building Codes and Standards ++5r2Dz+ Building Codes and Standards ,F.vf2021 11 - JL_ i III ' -_ ! 1 N to C0 N -6-0 U N 0 t` C ® Simpson Strong -Tie 2020 FBC Approved Products Updated Sim son Strom Tie 2020 FBC A roved Products p g- fop Updated 1220 Sim son Strom Tie 2020 FBC A roved Products p g- PP upaated,2rso/zozo � Sim son Strom Tie 2020 FBC A roved Products p g- pp Updated Q O 0 For direct Inks to all SST approvals paled below, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERE For direct Inks to ell SST approvals listed below, CLICK HERE For $eat Inks to an SST approvals listed below, CLICK HERE � f1 LL For additional Information regarding Fldnda's Statewide Product Approval System and Marri-Datle County Notice of Acceptance (NQA)� CLICK HERE. For additional information regarding FiMcWs Statewide Product meal System end Marra -Dade County e9 - O APp � +Y Notice or Acceptance tancB NOA). CLICK HERE. p ( � For additkmel Information regarding Florida's Statewide Product Approval System and Manti-0ade County dug . O APP Notice of Acceptance (NOA), CLICK HCRE. For additional Information regarding Florida s Statewide Product Approval System and Ma/N-Dade County Notice or Acceptance INCA). CLICK HERB.ICU V U F02355-117 FLOI0446-R6 F1JM0456-115 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.51T to 3. 9116" and heights ranging from 4-5/16" to 11 ". Concealed flange U C Sea # Product Modal. Number or Name Product Descdotlon Sea S Product Model. Number or Name Product Description 22" Product Model. Number or Name Product Descrintlon version (HUSC) available for models having width equal to or C) O 1 Titan Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 Br, BTB, BTH Brick Ties greater than3-9116". L_ 0 L 2 APA21, APA4, APA6, APVA21, APVA4, APVA8 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI8 Coiled Shape 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to S. Q 3 APB44, APB4tR, APVB86, AP866R, AP888, AP688R, APB1010, APB101OR, APV844, Outdoor Accents Post Bases 3 CS14, CS16, C516, GS20, CS22 Coiled Straps 5J8" anin ht i d heights ranging from 9-1/4" to 16'. C � Q LL FL#9511119-RB APVB44R, APVB66: APVB66R, APVB58, APVB88R, APV61010, APVE1101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers O = `--ICU 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R.6, APVDJT2-4, APVDJT2R4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compressionlrension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers N CU O gee X Product Model, Number or Name Product DescduRlon APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z, LU021 OZ Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH4SR, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2,6A. H3, H6, H7Z, H16, H16S, H16-2, H 16-2S Hurricans Ties 16 LUS series hangers Faca mount hangers available in widths ranging from 1-9116 to 4- L E L Q 2 SD9112, Si SDI0112, SDI0212 Strong -Drive SO Connector Screw 6 APL4, APL8, APT4; APTS, APVL4, APVLS, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy GirderTiedown 5/8" and heights ranging from 3" to 1 OA5118". Cl) 0 �- 3 SD911258. SDO212SS Strorgi-Drive, SO Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, APLH210, APLH21 OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU8.63-SOS, MGU5.25-SDS, MGU5.50-SIDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers . C ICU �i/.+ 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2S3SS DS1.5, HSS2.2-SOS3, HSS2.DS3, HSS4DS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5. , _ sr) Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2; HST3, HST5, HST8 Straight Straps 1/8" and heights ranging from 6-151`16" to 1 PAZ. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z. CJT42, CJT5Z, CJT8Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ,HTS020KfZ Heavy Twist Strap 20 SUR;SUL,SURC,SULCseneshangers Skewed face -mount hangers available inwidths ranging from l- 6 SOHR27400, SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combc,414ead Screw 12 IDS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-WIff' and heights ranging from 3-1I18"to 13-TX'. 7 SDS25112, SD825134, SDS2.5200, SDS25212, SDS25300, SDS25312, SDS25412: Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4. FC6 Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTAI8, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500 8D825600, SDS251300 14 FWANZ Foundation Wall Angles 16 LSTI49, LSn73 Straight Straps 2X and 4X modals: on I/acute flange is concealed. 8 SDS25112ES, SDS25200SS, SDS25212SS, SDS2530OSS: SDS25312SS Strang -Drive SDS Heavy -Duty Connector SS Screw 15 GA17 GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong-DrNe SDWF Floor -to -Floor Screw 16 H2A, H2,5T, H8, HIOA•2, H1 US, H14, HGAI D Hurricans Ties 18 LTS12, LTS16, LTS18, LTS20 Light Tvist Strap Wand heights ranging from 2.5/8" to 11.1l4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT MediumGederTiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FLX10007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12: MSTA15, MSTA18, MSTA21, MSTA24, MSTA30; VISTA38; MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70. L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps } Product Modal. Num leer or Name Product Descrintlon 21 LCE4 Post Cap 23 MSTC4823, MS'TC6863 Pre -Bent Straps egg Product Model. Number or Name Product Dcgcriptlon 1 ATR318, ATR1/Z ATR5/8, ATR3/4 Threaded Rods 22 L.S30, LS50, LS70, LS90 Skerwable Angles 24 MSTI26, MSTI36, MSTI48, MSTIBD, MST172 Straight Straps 1 BA series hangers Top flange hangars available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDB-2, ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTSIS, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118" to W', 3 BP318.2, BP112, BP112-3; SP5/8.2, BP518-3, BP3/4, BP314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, I SSJ28LZ, LSSJ28RZ, LSSJ21OLZ. LSSJ21 ORZ Field Adjustable Jack Hanger 26 NCA2x10-1Z NCA202-12, NCA24-16, NCA200-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 4 CNW318, CNW1/2, CNW5t8, CNWT4, CNW518-1/2, CNM4-5/8 Coupler Nuts 25 LSSR1.81, L.SSR2.1, LSSR2.37, LSSR2:58; LSSR210-2, LSSR410 Field Adjustable Sopeable/Skewable Hanger 27 RCW1312, RCWB14 Wall Bracing 1/5" and heights ranging from 9-1/4" to ZV. 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD78, CTUD77, CTUD87, CTUD88. CTUD97; Coupling Talo"p Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-10to 3- CTUD98, CTUD99 27 ML232, ML24Z, MI ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 RoolTie-Down 30 SPt, 6P2, SP4; SP6, SP8 Stud PlateTle 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTU03, RTUD38, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD6 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 5/8" and heights ranging from 9-1/4" to 24". 8 TUD9, TUDIO Taka-Up Device 30 MMLU2e, MMLU26.2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLUl39, MMLU1311 Face -Mourn Hangers 32 SSI ,5, SS2.5, SS3, SS4,5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114" to S. 9 TUW38 Take -Up Washer 31 RBC, R13CP Roof Boundary Clips 33 ST9, ST12, ST16; ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST5224, ST6238 Straight Straps 7/8" and heights ranging from 11" to 32-1a', 10 URS3 3t8" Uplift Rod RunTiadown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB3Q TB36, TB42, T848, TB54, TB66, TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-618" to 7- 11 URS4 1/2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing IM" and heights ranging from 11-1/4" to 32'. 12 URS5 5t8" Uplift Rod Run Tiedown System 34 STC, STCT, DTC; HTC4 TrussGllps 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddlehangers available in widths ranging from 3-114" to 6-7X' 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 W8100, W810OC, WB126, W6126C, WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 ZZ Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widthe ranging from 3-114" to 7- 118" and heights ranging from 11"to 32'. F1.9104111-R6 FL#'10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FLik10447-R6 112" and heights ranging from 8" to 30". Product Model, Number or Name Product Description 1 Product Model, Number or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 5-718" 1 OTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 C0H2.37x5.5, CSH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1 J2'to 28". 2 HDCI O/4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" io 8- 3 H008, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDW, DSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-W18"to 3.9118" and heights 718" and heights ranging from 7-1174c,32". 4 HOU2, HOU4, HDU5, HOU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15I16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1X'to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63SDS; HGU5,25-SDS, HGU5,50-SDS, HGU5.64SDS, HGU7.00-SDS, HGUT25- Fate -mount hangers 118" and heights ranging from 14" to 33'. 8 LSTHDS, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HFiRC4t1.81, HHRC44, HHRC5.=,25, HHRC5.37r3.lZ Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5118" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in Widths ranging from 1-5t8" to 7- 19i16" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRO1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5116" to 12-716", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8" to 8 PA18, PA23, PA28. PA35, PA51, PA68 SlrWstyle purlin anchor 7 LRU26. LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5,25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGU7,00-SDS, HHGUZ25-SDS, Face -mount hangers 3-9116" and heights ranging from5.3/8" to 13-1W. 10 PA118, PAI23, PA128, PA135 Sh'ap-s" purlin anchor 8 LSU28, LSSU28: LSSJ210 Light Slopeable/Skewable U Hanger HHGU9,00-SDS 15 HUTF; HUCTF series hangers Tap flange hangers available in widths ranging from 1-9/16"to 5- 11 STHD10. STHDI ORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26-2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS41 D, HHUS5-50110, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having wift 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 2-9116". THAC422, THA426, THA422-2, THA428-2 1/8" to 5-1/8" and heights ranging from 4-314" to 16-3/4''- 16 HWP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 12 THAII .BI/22, THAl2.06122, THAl2.122, THA1222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for Worst Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-318" 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 1-9116" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU2e, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.316 c, 32'. 15 THJM2-4-SDS3, T14JM2-SSDS3, THJU28, THJU26-W Multiple Truss Hangers 9 HU, HUG series hangers Farm -mount hangers available in widths ranging from 1-W6" to 7- 16 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.1t4"- Concealed flange 518" and heights ranging from 9.1 W to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC)available for all models having width equal to or 19 JS series hangers Tap flange hangers available in width of 1-9/16" and heights 18 VTCR ValleyTtuss Clip greater than 2-9116". ranging from 5.918" to 7.114". 10 HUC01.81/9-SDS, HU001.81/11SDS, HUCO210-2,SOS, HUCO210-3-SOS, HUCQ310- Face -mount hangers 20 JBA series hangers Tap flange hangers available in width of 1-9/16" and heights SDS, HUC0410-SDS, HUCQ412-SDS, HUCQ5.2519-S0S, HUC05.25/11-SDS, HUCQ610- ranging from 9-3J18" tr 13-118". SDS, HUCC612-SDS CU Simpson Strong -Tie 2020 FBC Approved Products Updated 1211012020 M-TeN Simpson Strong -Tie 2020 FBC Approved Products Updated 12130r2020 Simpson Strong Tie 2020 FBC Approved Products Updated i250P1020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1250M20 For direct Inks to e8 SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE ® For direct Inks to ell SST approvals /sted beov, CLICK HERE For direct Inks to all SST approvals listed below, CLICK HERMW E For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance tN�HERE . For additional information regarding Flpritla's Statewide Product Approval System and Mardi -Dade County Notice of Acceptance INCA). CLICK HERE, . For additional inlannatio n regarding Florida's Statewide Product Approval System and MarriHhdeCounty Notice of Acceptance CA), Cr C4 HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptance (NOA), CLICK HERE, O ■ 21 LB series hangers Top flange hangers available in width of 1.9/16" and heights FL#114WR5 18 SiLBVI,56, S/LBV1.81, VLBV2.06, S/LBV2.37, SIWV2.56, S&BV2.68, S/LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3J8" to 15-1/8". 9LBV3 58, S1LBV3.62, SILBV4.06, SILBV4.12, SILBV4,28, SILUV4.75, S1LBV5.50 6 Strong -Bolt 2 (ST82, STB2-46S, STB2-6SS) Strong-Boft2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights §W Product Model, Num ber or Name Product Descrption 19 S/LTT20, SflDTT2Z, S1HTT14, HT74, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118". 1 HHUS210 3, HHUS210-4 Joist Hanger 20 SWSTSO, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THO-H4SS, THD-HBSS, THD-CS, THD-CSBSS) Tilden HD Heavy Duty Screw Anchor for concrete and masonry CIO 23 LEG3, LE05, LEG7 series hangers Top flange hangers available In widths ranging from 3-1 W to 6- 2 HRS6. HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Pleats Ties available with hex head in carbon steel and Types 304 and 316 718" and heights ranging from 9" to 33-1/2'. 3 HUCO210.2-SDS, HUCQ210-3SDS, HUC0310-SDS Joist Hangar 22 SSP, DSP, TSP Stud Plata Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-it2'. 5 THG02-SDS3, THGQ3=SOS4:3, THGQH2-SDS3, THGQH3.SDS4.5, THGQH4SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 6 Titan HD Rod Coupler (TH037634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from I V16" to 5- 6 THGW3-3 THGW3-4, THGW43, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HO Threaded Rod Hanger for concrete ■ - 1/8" and heights ranging from 9-1/4"to 24". THD50234RH, THDf0212RH) 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-W8" to 7-1t8". FL#11473-R5 FL#13904-R5 27 RR Ridge roger connector 28 WP aeries hangers Top flange hangers available in widths ranging from 1-9116" to 7- §ja Product Nodal. Number or Name Product Description Product Description FL#16330-RB 1/8" and heights ranging 9-1/4" lb 32". 1 DEFAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHOG, CCQM4.82-SOSHDG, CCQM5.50-50SHDG, CCTQM3-62-SOSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4.82-SDSG, CCTQMS-50-SDSG, COCQM3.62-SOM; CCCQM4.82-SDSG, ,&gyI Product Modal. Num leer or Name Product Description 3 H16, H18S H18-2, H18-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-xP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-RS 4 HETA12, HETA16 HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3.62G4(T. ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G.KT, Masonry Pier Caps 2 Er -HP Er -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT, ECCLRQMD3.02G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 101 Product Product Descrotion 6 HGAM10, HMO Masonry retrofit connectors Kr, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA48, ABA46R, ABA86, ABA88R Adjustable Post Base 7 HHETA16: HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titan 2 (TTN2) Titan 2 Screw Anchor for Concrete 2 ABU44; ABU44R, ABU46, ABU46R, ABU5.5, ABU5.6, ABU65, ABU66, ABUSER, ABUS8, Adjustable Post Base 8 LGT2, LGT3.SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3. LGUM28.4, LGUM210-2, Masonry Beam Hangers 6 Titan HD (THD-H4SS. THD-H6SS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABUSSR, ABU101o; ABUIOIOR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUWQID-4, LGUM46, LGUM48, LGUM410 or 316 stainless steelwith hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MBHA3.1219.25, MBHA3,12J11 25, MBHA3.56/7,25, MBHA3.56/9.25, MBHA3.56/11:25, MaannryTop Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE-4, AC6, ACBR, ACES Post Cap 11 MSTAM24, MSTAWkiO, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.68/11.88, MBHA3.5W14, MBHA3.5Sfl6, MBHA3 56H8, MBHA5.50f/.25, 7 Titan Turbo (TNT) Then Turbo Screw Anchor for concrete or masonry 6 BC4, BC46, BC4R, BC6, BCSR. BC8, BCS2.2l4, BCS2-3/6 Post Cap 12 MTSM16, fvTTSM20, HTSM16, HTSM20 Twist Strap for Masonry MSHA5.5019.25, MSHA5.50111.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50t16, 6 CB44, CB48, ONO. CB68, C888 Embedded Column Base MBHA5.50l18 O a) 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2. CBS088-SOS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5019.25, MBHU3.56/11.25, MBHU3.56111.88, MBHU3.56114, MBHU3.56/16, MSHU5.5019,25, MBHU5.50111.25, MBHU5.50111..88, MBHU5.50M Masonry Beam Hangers FL#16837-R3 /'l�/'l4, ) 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.114" to 9.1tT and FL#1114WRS MBHU3,56(18, � W2 ranging from 3-518" to 7-112" MBHUS.50/16, MSHU5,50118 41MI Product Model. Number or Name Fmcluct Description 9 CCQSDS2-5, ECCQSDS25 Series Screwed column caps with W1 ranging from 3-114" to 9-1/2" and Ryg9A Product Model, Number or Name Product Deseriodon 1 X34B1CIMKK X181016,Xi 81018.4K, XQ1 S1016, X0161016.4K 010.18 Strong -Drive XMetel Self -Drilling, Tapping Screws with #3 ' W2 ranging from 3."" to 7.1/2" 1 DTT1Z Deck Tension Tie Drill Point v, 10 CPT44Z, CPT66Z, CPTSSZ Concealed Post Tie Baas 2 HD12, HD19 Bolted Holdowns FL#13975-Rill 2 XLQ114T1224, XLQ I 1461224.2K #12-24 Strong -Drive XL Large. Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPBW Embedded Post Bass 3 1-1036, HD5B, HD76, HD9B Bolted Holdowns Screws with #5 Chill Point and Large Ole meter Hex Washer Head CIO 12 EPS4Z Embedded Post Base 4 HTT4, HITS, HTTS-3/4 Tension Ties 3 X Product Modal. Number or Name Product Description 3 XM0114S1224, XM01 14W224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCS66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22336, SOW22438, SDW22468, SDW22500, SDW22800. SOW22638, Strong -Drove SDW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCOZ Light Post Cap SDW228U 4 X0114S1224. XQ1141211224-2,5K, X114S1224, )MI I2S1224, XQ112B1224-2K #12-24 Strong -Drive XMetal Self -Drilling, Tapping Screws with #6 O 15 MP844Z, MPB88Z, MPS88Z Moment Post Base 2 SDWCI5450: SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point L_ 16 PB44, PB44R, P846, PB66, PB66R Embedded Post Base FL#13629-R5 3 SDWH1930008, SDWH19400D8, SDWHIDOOODB, SDWH19800DB; SDWH191OOODB Strong -Drive SDWH TIMBER-HEXScrew 6 XU34S1016, XU34B10165K #10.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with 0_ 17 PBS44A, PBS46, PBS06 Embedded Post Base 4 SDWH274WG, SDWH275OQG SDW-127800G, SDWH2710ODG, SDWH2712MG Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point ^ 18 PBV61PBVIO EPC48-18, Round Post Base Post Cap tg f 1 Product Model. Number or Name S65/8x24, S8718x24, SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDW516312, SOW 18400 SDVJS19800, SOWS1971Z SDWS22400,SDWS22500;SDWS22512, SDWS22000. Strong -Drive SDWS FRAMING Screw Strong-Dr"SDWSTIMBER Screw (Interior Grade) ca 19 PG44-16: PC48-18, PC48.16, PC64-18, PC68.16, EPC44-16, EPC48-18, FPC84-16, EPCOS-18 2 SSTB16, SSTB20, SSTB24, SST828, SST234, SST836, SSTBI6L, SSTB20L, SSTB24L, SSTS Anchor Bolts SOWS22800, SOWS22900, SDVVS221000, SOWS221100. SDW=I200, SDWS221500 FL#38320-RO 20 PC4Z, PC4R2; PCSZ, PCBRZ, PC8Z, PC8RZ, EPC4Z; EPC4RZ, EPCBZ, EPCSRZ, EPC8Z, Post Cap SSTB28L 7 SDWS2230008, SDWS22400DB, SUWS2250ODB: SDWS22BOOD8, SDWS2280ODB, Strung -Drive SOWS TIMBER Screw (Exterior Grade) Cn v EPCBRZ SDWS221ODODB 5¢a # Product Model. Number or Name Product Description 21 PPB44.4Z PPB44-8Z Past Base 8 SOWS22312OB8, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSC846, DSSCB48, DSHS Bypass Framing Drift StrutConnector 22 RPBZ Retrofit Post Base FL#i36T2-R4 9 SDWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS27800SS, Strang -Drive SDWS TIMBER SS Screw 2 FCB43.5 FC845.5, FCB47.5, FC849.5, FCB411:5 Bypass Framing Foxed -Clip Connector SDWS271000SS, SOWS2712006S 3 FPHSD34S1018, FPHSD3481016, FPHS034B1018-5K, FPHSD34S1214, FPHSD34Bi214, FPHSD34B1214-5K #10-16 and #12-14 Strong -Drive FPHSD Framingto-CFS Self- Drilling. Tapping Screws O �X m Product Model- Nubar' or Name Product Descrntion 10 SDWV13400 Strang -Drive SDWV SOLE -TO -RIM Screw F1.010866-RO 1 CMST12 CMST14, CMSTC16, CS14, CS16, CS1S, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC8.25, SFC2.25. SFC4.25, SFC6.25 Steel Framing Connector L 2 HRS6, HRS8, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24. FHA30, MSTI26, MSTI36, Straps 97 mil (12 ga) 5 LSSC425 LSSC6 25, SSC2.25, SSC4.25I SSC6 25, MSSC2 25, MSSC4.251 MSSC6.25, Steel Stud Connectors ,�' Product Modal. Numberor Name Product Desorption MSTI48, MST180, MSTI72, &MST27, StMST37, S1MST48 MSSC425KW, WISSC8.25KW 1 FJA, FSA Foundation Anchor 3 HTS18, HTS20, HTS24, HTS28: HTS30, HTS30C Heavy Twist Straps FlAt15363-R3 6 RCKW3 RCKW5,6 RCKW7.5, RCKW3S RCKW5.5S Rigid Knee Wall Connector n, 2 FRFP Fiat Retrofit Foundation Plate 4 LSTA30, LSTA30, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCS45.5, 80847.5, 901349.5, SCB411.5, MSCB45 5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH40* GH46-8, GH48.8, 131-148-8, GH410-6, GH410-8, GH66.6, GH66-8, GHW-e, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Product Model, Number or Name AS 18, Product Description Plates 8 9 SCS32-&97, SCS62-6t97, SCS625t118, SC582-WI18 SCW3.25, Bypass Framing Connector Head 8, GH810.6, GH6148 8 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector 1 AS 1885, AS 1 SSS 18 ga. Truss SCW5.5 -of -Wall Slide -Clip Connector 4 GL65A, GLB5B, GLB5C, GL1361), GL87A GLB7B, GLBTC, G1_B7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJCIO.25, MSJC8.25, MSJC10.25 Steel Joist Connectors 5 GLBT512, GBL7612, GLBT518, GBLTSI6, GLST520, OBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTS18; LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSS3.518 Bypass Framing Slide Clip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBO Heavy Glulam Bearing Plato 9 MSTA30 MSTA36, ST0215. ST6224, ST9, ST1Z ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78B1414 #14.14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT.4 Heavy GirderTnedown 10 MSTC68, MSTC78, ST6238 Straps 68 mil (14 ga) Screws M W 8 UFP10-SD53 Universal Foundation Plate 11 MT812, MTS16, MTSI8, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1S1018, XQ181016.4K, XQ1S1214, X01B1214-3.5K, XQ78S1224, X076B1224-3K, #10-18: #12-14; and #12-24 Strong -Dive X Metal Self-Driiling, W 9 URFP Universal Retrofit Foundation Plate 12 9B1,56, S/B1.81, S(B2.06, S82.37, Sr`B2.56, S1B2,68, SIS3.12, %WZO, SIB3.62, S/B4.06, Top Flange Joist Hangers FL#15730-R4 XQ1I4S1224, XQ114B1224-2.5K, XQ112SI224, XQI1281224-2K, )(348101 S-SK, Tapping Screws SJB4.12, S/84.28, St34.75, S1135 50 X1$1018, X1B1016.4K, XISI214, XiB1214-3 5K 13 SMA2,IW8, S/BA2.12/10, S1BA2.12/12: SIBA2,12/114, S1BA4.1818, SJBA4,18110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z SfBA4,18/12, S1BA41e/14 1 ET -HP Adhesive Anchor for concrete Z 14 SIH IA Hurricane Tle 2 GAC. GDP, GDPM50, GDPM-75, GDPM-100, GDPS, GW-50, GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 15 S(HDBS, S/1-1088, SMD10S; StHD108, S(HD15S, S/H0156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners; threaded studs, and assemblies 16 SHDU4, S/HDU6, S/HDUO, S/HDUI I Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J I7 SUCT, SJHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete d. SHEET NO. PA Id.2, C J *w , • ol i i ►