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HomeMy WebLinkAbout39812 Harvest Creek LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ 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 FIR 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 BLK or BLK. Block GALV or Galy. Galvanized RNO 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.1. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or 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 LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED 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 LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO ORIGINAL DESIGN 08-27-19 3.2 ENG. REVIEW FOR 150—C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA 05-14-20 3.4 ELEV. B REV. ENTRY PER M.K. 12-19-20 4.0 FBC 2020 CODE UPDATE ;.021 CITY 0' ,`LP' ALL WORK SHALL COMP' "r' t'N17NMIL11�+�, CODES=:.itR;�r�SIJL'':;�,.:. A\\\ AND Tf1', JLI-S ORDIHANCE 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN - 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S311M MONO DETAILS S4 DETAILS S5_DETAILS ----- - SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. �:466@�EffErs�lr, b� J N ���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H 00 a o E O M cc,NO M r r # J rl ,O C � N# LL W NCN0 a LL SY� W W a Z Z mQ' 0 yj fV cp O J Q ¢ IL Cl) a a C14 O U < U U) Z _ ,_...W , ❑❑❑ c� z z � z o J r- q �� C9 LL Cn U 0 l/'1 LLJ c �, U • C � ffiZ C'7 p Q o oo '0 z ;. _® E ° CU H �� °a 0. 0U Z- ao E N$ $� a� aZ w� 0 Z W CJ) w i b cZ a a3 �w W Oto a 0 Ina O ai rn L � c N to .� .> Y N r � coo p 2 N � r r = N o N E M M Z N E ilk �; E Z m a E O v � o ai a o C � JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. C S AC PAD TYP @ 1 STORY .5. CD O rn CD E 00 (D LO H. A S3 TYP @ 1 STORY 15-8g" OWNER'S SUITE -100 I 8'-0" CLG. M I CARPET (3) 2x4 #2 SPF w/ DTT2Z 6'-3§ 0„ 4'-0"l I G I 0 I ICc 18" 1 ici CAFE I I VAULT. CLG! I CARPET I I I 2:12 SLOPE � -' I I I I I CEILING I I I I �b� I I I N I I = I //L-------' / r / / C, FAMILY RM / / 15' 88 VAULT CLG. CARPET I / / w a VM / oo U ? / �w U II PI!FIBERGLASS '1URROUND 2 Y-0,( I ; O 6 O M 60"x36" -- 8'-0". CLG. SHOWER 2068 B.P.TILE 'T 1_ LINEN C - - 5-SH 0 16" DEEP 00 I I g _2" ; ir W.I.0 CD AHU. 00 N 8'-0" CLG. j CARPET I - - - - - - - - - - - R&S C-_1fir -- i I. . j jr D.W. 1 -- - --' II J El UJI II 3 , Y, 2 Si jf C''- I C V-41 J W -E'CE- --) ,I6„ TIL2 - 216, L �Z iv PANTRY a EN 8'-0" CLG: =w �w r OPT, 1 -- (n° - -FIEE 5-SH 16" DEEP 36" <�.F.F. - - - - - - 4'-8" OPT. W OPT, D LAU N 68 8'-0 CLG. 2 TILE A S3 TYP @ 1 STORY O 25-SH 10'-4" BEDROOM 3 8'-0" CLG. CARPET BERGLASS JRROUND �,r_Z1n iV 11' i BEDROOM 2 8'-0" CLG. CARPET 2668 I �' I 2668� �I 4068 B.F. =li w 166 - RCS_ --- - - - - - - - - - - ? `~ R&S UnN 6' -t---- t2068 H AT T-4' P. ---�-------- -- 2x4 SPF w/DTT2Z FO ER TILE'- -- w/ f� ( 6-101" 6, 8,. 9'-6" CLG. T-1 „ K 33 BUILDER TO PROVIDE in APPLIANCE N PROTECTION WHEN W H O� REQUIRED PER FBC 2-6" C`t cn N vl 60 X 10 9 i< I 1 11 S3 11 20'- - - DRYER VENT THRU WALL 7 EDGE OF SLAB 2" BEYOND WALL CAR GARAGE 8'-0" CLG. 20'-7eu MEW 4068 B.F. RWM - - - - - R&S - - - - - - O :NTRY 8'-0" CLG. !A J TYP I I @ GARAGE I I I I OPENING I I I K I I I S4 I I LI----------- �A:l 4'-10" 6'-1 I I I I I I Ik1 I I I I 2'-0" T-2" f: A S3 00 TYP @ 1 STORY 24"x24" CMU BASE COLUMN w/ (4) #5 VERTICALS GROUT SOLID (SEE ELEV. FOR HEIGHT) 44 P.T. #2 SYP POST TO SIT DIRECTLY IN CENTER W/ SIMPSON ABU44 (2 TYP.) 4 iV 0 0 It HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 } S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 184X71i S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 11-13 27 1/4 X 38 J 26 x 374 S.H. 1 H4 27 X 50 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 381 36 } X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S. H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 }WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 1 52 4 X 37 i S. H. 34 54 X 50 J 52 4 X 50 S. H. 35 54 X 63 52 X 62 } S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished Floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. 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 CD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET OH SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED, THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1" (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: Y411=1 1-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N CD ;=r5- , To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) [- of g^ a o N 8 R u j, G N 6 Cl M J LL 7 a0 V) ve LL W 0) 9) rnr--ti� - W a y v LL a Y LLLL a J5 o Z 0 W L O O: W 7 'F1 N (COo J �j�rnrn d Z e 00 a MZ WLn0 N 6 U U A W Z ;:.. W ❑ El ❑ 0 J (V z Z n ti N z o o C- 1'` • V o � w S (n VLn C N -L • U a N � CD fCDp M w M o z d il Q J E E y y wo W2 Zu oa (Q f 00 °� zgo&` C=1 CN ro _ �w z N 9 , o Z O sU a W C1 V <� N W J o 'a z°d V� 1O J d. CO m `` c� L � c N '~ O C m U CO , r__ N T co p 2 N T r= r N 0 N T (D E c N M 6 Z z E O c IL U � 'a cc = JOB NO: 21-1076 SCALE: AS NOTED SHEET NO. 1 I I A -I 111L.1111! II u' I 11-JILI► I ly II1_III4 111 KITCHEN ISLAND 1 co 0 N 0 ri C, OPT. REF. KITCHEN VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES MEDICINE CABINET 00 OQ ~ � OQ � U- U- O I - N > 1 M M - M c - HOOD cp T b) 0 CV 0 ih I�—_. RANGE \- _ _I 0 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER O N FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. IX TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES = o 00 C 1 SOAP F - ZD � � 00 o DISH j ir) a o co co co 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 00 OC Q n 0 co MIRROR OWNER'S BATHROOM u INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 30" H UPPER 16" FOR LINEN CABINETS —� 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE 0 FINISHED CABINETS - 0 COUNTER TOP 30" H BASE 00 � h � in a to O 2x U? 0° FRAMING =D 1 /2" GYP c? BOARD — T FIN. FLR. 2x P.T. SHELVING - CABINETS - ISLAND COUNTER Ili O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILSI ,.•:,4,iirtrrrrr�f,,����i `td N L: r_ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W n ao Q �p N NoJ V C N O C Q 4) C LL a Y J LL LL d W S 0 Z LMCI 00 �' (0 N rD cm 2 0,O Z LL a N MZ O U =i O V cVi� E30D :.. ,. u 0 J _ N (z) Vcc V O iJ Ca cry � w g Ow C N Mid C Y N � O co M z O z 1 J LL E U o io SCR �o Un FC" , q a S z CD Ed O CM V �o Qi o 0 wz ¢ w a? p C � �m mz o oz Z� >z z _ U � o 0 w 4 CO `` L c N c� Q �> Yy O 1 1 o ^ m L U t\ U 2 N N N r 00'0 rn N M o z M z M E O E d `m a U -1 Q p JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 2 z r _ _ - - - I --- -- I I 1 II 1' a I I 9 I III 1 111 III III ' It II4 Y 1 11 N1�1 I I F5 12- - 12 3 TAB SHINGLES. ROOF INSTALLED AS PER HEEL - -- " MANUF. SPECIFICATIONS ��'" -� _ _ ----- --_��— — — — — — — — — — — — — — 12 —_-• <— - T.O.M. r- -— — — — — — — — — — — — — — — — — — — — — ------ HDR HGT. ------ -- - - - - - - - - - - - - - - - - - - - - - - - - - ---- 5 1" x 9" SMOOTH 2 FEILIFIIEOIL TEXTURED -7HEAD /BAND I I TEXTURED CEMENTITIOUS FINISH o =[7] ,- _ -� ll-� I I ON C.M.U. (TYP.) ZDOD -- 2" x 4" SMOOTH -- F - _1 Ll __� � [EllEL77 � E TEXTURED SILL / BAND - D-- 4 L­ -1 1 --------------------------------------F.FL. 4' RIDGE VENT 12 5� FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" 18' RIDGE VENT w rn w PRE -ENGINEER TRUSS 12 \�5 rA w i',• r'• Fit . FLR. —REFER TO FRAMING PLAN FOR BEAM SIZE 2"x4" TYP. 5/8" TEXTURED OVER MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. — REFER TO FLOOR PLAN FOR POST SIZE 2x FRAMING AS REQ. POST TO CMU CONNECTOR - REFER TO FLOOR PLAN (1) 2"X4" TYP. (2) 2"X6" TYP. SEE FOUNDATION PLANS — — — — — — FOR FOOTER SIZE • C-11 OLUMN DETAIL 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — — — — — - T.O.M. 1'-0" T-0" TEXTURED _ TEXTURED CEMENTITIOUS q CEMENTITIOUS 5o FIN. ON C.M.U. °D FINISH ON C.M.U. (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND -- ----------- F.FL. LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. z . � •` 4 "'t p 11 t 1111'•'`�� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained wilhln 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 C, 00 8 o Q a� � y it LL W tl! tli Q 1 in'ro-r� w a y rM v rL Y u- a w Zmc°' �y0 d' to pF w p LL O W N c_o _J CP °' ¢ a Co cNiZ ��O ZOU N U�rVi� _ ... W ❑ ❑ ❑ Ur Q J N z �,l U .0 d w 0 w g N,^ � N U 0 U Q r— O co o i a oo aR Zu E OU C1 w? &� oa Z o O N $z a,o a �Z az ttw d � C: C ¢ �� g .0 o Z. Z � J ab z �z O O W 2� �z O NW i3 Ur O O w = 0 d il¢ � c C:) 0 I CCD rn L° m 0 L ca _J .> , N C:) a.. C ca (� W T r� Lo M C:)`/ 2 CV �— Ln (V cV 1 {) r = INOOo N fT r E c_ M Z Z O CoE m FLU E � ? Q p c � JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 3.1 I IL'luLill 4' OFFRIDGE VENT- 4' OFFRIDG�VEN 12 12 _I �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. — SPECIFICATIONS - ---------------------- - -------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 4' RIDGE VENT 12 -- --- __ -- 12 3 TAB SHINGLES. ROOF 5� INSTALLED AS PER MANUF. SPECIFICATIONS 18' RIDGE VENT - :_-:_ _• 1_ �_ ,-ram I �' s-_. �. 7 J� .�..: i..=y,. _-. -._� -' �s�---�a:..�--.^ -.� �_- -1�-�� — -_� � -. 1 .- - J — . _r"--- --------- T.O.M. — — HDR °4 co F. FL. _: i --"Lw• i �, -.-�-�-L��_��.-�....�_.-.-1 �L._-.:...-�1� ._.._ :..... �.._._-�-J�.�.�L -� ...r.l_ ._.. I_. .w..-�-�-1-=-�� - ...._�.: ._..J-. 1.-+.. �-� -_ _ I_.-- I _ _ __ _ I. T.O.M. HDR HGT. TEXTURED o CEMENTITIOUS TEXTURED 3'-0" FINISH ON C.M.U. (TYP) CEMENTITIOUS Zo FINISH ON C.M.U. (TYP. ) F. FL. RIGHT ELEVATION - 61 : 1 /4"=1' 4 0o 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 flashingmaterial for coastal locations ex: within 3 0 feet f the ( 00 e o 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. •• CZ W _ __i ,•' r FL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. F Q o c+� 0 nm V 0 d n.000 a dl S U)r-- t-�� M - w a a Y - LL o rn gC _J LLo D °�jO nco a LLWZ ZTo N �a _ , W ❑0❑ QD z z z Q � U' al •U U Cn LL w a o Tr• a In C__ J 9 c u so' o SZ r3 5� N w J E Eno z o oo g > 'zR ru °s Z O O tB N ova a o n z a o wo 0 ¢ z a z w a f-- N ru < � -ru Cn C C o' Y U y() 0 O � Z 1H z U5 41 J �m a -O a s Z z W 42 U 5d wa 0 V z - w_ O a C zl< 3 T O Oa' rn m O L c N co � IZ. U m C: ° U A`) 2 L N � 3:N o N r T .. E N M y o Z Z E O E N m FL U � Q 0 JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 3.2 rn m coo C N x d O J f` 0 I 23 m co v Y CV COO O J a I i 0 CD r� u v 3 a N N E H 0 x u 0 0 U 0 i d c 0 J Ii 0 N S 0 N S x Y s 2„ 2" *NOTE: VARIES 1'-10" 12 CAP T CAP N iv FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY - ^ SIN 3 1/2" RADIUS 1/2" RADIUS `a ` �' iv COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" * a ^ iv 3/4" RADIUS 4 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES IN 1' OPENING *- VARIES 1'4" 0 2211 VARIES M 12 VARIES SIN 1 1/2" RADIUS r 4" 34" 4„ HIV �� I I I I N N ISV � � ` CO VARIES 12 SIN 32' 11" 32" 2 1/2" RADIUS - (� SIN 3" 2" 2" 1" 1" 1" BASE • BASE Mee 1„ 1" d 1' -8" �1, 4 / • 1'-0" N 4" 12' *NOTE: VARIES 8" 2" 3 FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY IF NOT, ill OPENING VARIES 2" _ � 1'-6" ill1'-4" illSPECS. `D DETAIL TO BE 2" 2" --►—� BUILT W/ STUCCO. -U I I ki 24.. EDGE OF OPENING • e s 0 1-1/2" THICK 1-1/2" THICK 10" N 24„ 10" N i 1 _ N �M a" 2" 41, 31 6" 2,. iv LLI to N 2.1 � rrS 1-1/2" THICK 21" 7 52 V-511 52 54„ = ao IN a`i 1-4- 3" ^r� 4 VARIES VARIES DR H fn -- - 22„ > VARIES VARIES r4-1 8,1 1" 321� - - _ �,�� --- r r �--------- I � � 6" 4" N N KEYSTONE F11 0 OPTIONAL YSTONE F11 00 OPTIONAL y I - i° c° Q 2 44" R44' 7KE ' 4" GARAGE DR. OPENING 4" 3 4 WINDOW OPENING _ NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 1 14' 1'-64" 14" 12" 2'-1" 1'4" 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54 ll 1 -12 54 T-8" 7„ N O -- (D - � s - � s �a Qi - - - 04 MMr 2 1„ CV� - 1'-1" 1" GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O N ti N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � n H a o cr 8 O N J Q N TO y 9t LL W vi M [!)r�� cN+� O � LL W d d Y Q J. c J J LL W W N S[ - W 0 10 Z :L - ; 0 W W LE:m m2 o co O O Z IL QjO1 co ° N M Z J a W D 0 = O U U � y W ❑❑❑ OONp � j L OD ftQpVO � 4 v O r M zCz (� cn g w O w g vN N r_ x A z w 8 Q � �d so ti o w coZ M. J y a L 9L E _ oo > �N I• Q E o c6 C w; 5�l' o Q oa V O o U Z cD O� gw CV � N wm� Nc �Y Z W a� � Z no Nz w 3? >CD N m ccc L c N �r � C m �+ N r LO co p = N T Ln N N LO r = N 000 N r W M N T M o Z z M E O E L c tl U Q J JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. F1 ELECTRICAL SPECIFICATION 15oazooAlNDOOR PANEL CENTER NOTES: 014 copper to lights & outlets ELECTRICAL CONTRACTOR NEMA 1 10 #12 copper to 20 amp cM 150 AMP/ MUST VERIFY WITH THE 200 AMP #10.2 cropper to WH SPECIFICATIONS FOR THE TYPE #143 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER T LOCATION PURPOSES. MAIN 2/0 or 4/0 SER Alu 0 r 200 amp 150 amp UNDERGROUND isronnPOWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 2%94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH Cb ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F.0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN C)" 11111, EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FtB PUSH BUTTON SWITCH (OPTIONAL) 10 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. VtKIfY Mt I tK O THERMOSTAT LOCATION WITH ELECTRIC METER BUILDER owl ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT �NSo N elk PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER v qIN ELECTRICAL PLAN — ELEV—B1 SCALE:1/4"=1'-0" N 0 N N 1 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. a E g mN8� r N p c J tL it -a d Qaj (n N 0 ch <t U- ,^ J LL V- SId d u S o V Z o� Lt M_ N CO 0 ° m 0 J W cR °' Z IL 04 Cl)rNi Z V y O _j Z C1 U rUn . 0 R v Z N Z o J. N N M O LL l LLJ 0 w g ,CA Ly N I c� LL N r--• J E � I 8 c.> • o CID M J o ti a Z � LJ_. E I_ E W � g O Z rp z� w0 0U Z — O E NU a o o a ra c U Zp Z VJ J �b s Z a� o W LL_ W C O z w �O C:) CD OW 'ate 3 iu J Orn M m L J F— N T Lo co O 2 N T oo N T T CV C) O Z M E Q y B m C a E U _j Q O JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators (Mu1/300 Rule Off -Ridge Vent Amt st Provide Upper Ventilators) Amt. Req.) (Ft.) ATTIC SPACE SQ. IN. of ventilation required SQ. FT. of vented soffit needed Total SQ. IN. of ventilation required SQ. FT. of vented soffit needed SQ. IN. of ventilation to SQ. IN. of be provided Ventilation by upper ventilators - Total Ventilation Provided by Upper SQ. IN. of Ventilators Ventilation (See Elev) Main 22 2 - Floor 1999 1919 274 960 69 480 _. (Zone 1) 330.0 276.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 606.0 ROOF PLAN - ELEV-Bl SCALE: %4"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"' (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS 126 SQ. IN. OF NET FREE AREA / SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) cif i' V a ,\ 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 ao M C." N i! J C mud # LL M V7 n I �Mst R LL Lu - R Y a 2 LL a Z L yo 7s015 S _ Ir f0 _ f0 N to } R O J R Z IL N M Z R cn O U�U ZOU ❑ ❑ ❑ W CD N 7 z r J U) d N r N h U LC3 N 4--' U, p a A U O w s ~ r3 � d U � c Go Go N � t` O � W M � ZZZ s U_ E i o ao aY z® O E v F— CL wa �o Z o E c4 t g0 4o K� N @ C� � aq m0 rp O-Z z � j m� m Z 2 t/� �On fn < a UO3 �U JU �a a `0 S U Q 2IF UU °O = O CO `` 0 L c N m r1 �y O v C in U r Lo CU CD = N T LW 'T� N c_V N N T T .L 00 ai E = N 0 M Z E O Ecc FL E U ° Q p JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 5 '1 c 54--0" T-8" 3'-58" 2,_68" 6'-0" 6•-0" 6'_0" 3'-10" 4'-2" 31 2g.. 2, 9R.I 6'-0" 3' 0" A TYP @ 1 STORY H Bt S3 U.N.O. ■ ■ ■ ■ ■ ■" .. ■ ■ ■ I 9 ■ ■ 'r J' + LO 17,_2j" 2'-9" 2'-8" -118 I I: I I r 1t + N I`� II II•' r` � III it01-0.1 I ■` � - qI II II. II II L-i I _ 11 N 1 I HVAC CHASE ..`' 4( 1 } /III I o 10 BASED ON --L 10'-10$" M LOCATION ■' ........ o C—j:.CJ H� CJ CJ 2-6x2-6x1-0 " "' I W/ (3) #5'a 6g TYP @ 1 ....N ■. 0'-0., .........:— . STORY U.N.O. A 0) l ''!: - J:............................ ::..... �.. . I S3 I 3-1/2" MIN 3000 PSI CONC. SLAB FO ■ TOP OF CONC./ PAVER TO BE 4" T-8" 4'-4" I ■; I HERNANDO COUNTY ONLY BELOW FIN.FLR. 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 7-1a 4'-8" I PROVIDE Y2' x 9" 2'-6"x2-6'x1 -0" C� L �' -3 1/2" MIL VISQUEEN VAPOR BARRIER 8'_6j" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. I - 3 1/2" SLOPE S3 N `D 16'-118" }I� r ,•■ 4 io in L - - I- - _ - - -CJ ■ to — — _ q I I III III II D.W. III �` 1 ■ <V K CC CC STEPS AS REQUIRED ■: I I I I I b r PROVIDE 1 ' RECESS I to I Y2 N L JNI S3 S3 I S3 I Q _ 4 i� PER FIELD FOR SGD. REFER TO = 3 MASON'S SLOPE FOR I I11 r �blZ I ' T 4' T-1" xw � M CONDITIONS ( I 1lcn9 WIDTH `Q in 4'-0" 25'-6" I �� =J� 20'-6' N U I I I I LC J EDGE OF SLAB 2" (2) #5 VERTICAL BARS " �? I BEYOND WALL I KITCHEN ISLAND LOW WALLS K S3 BUILDER TO PROVIDE I J S3 ' ( I I CHASE TO . ' ' ' ' ' ' ' I I ISLAND APPLIANCE PROTECTION I WHEN REQUIRED PER FBC = ■ • - - - 3000 PSI _ io INDICATES FILLED CELL w/ t CJ t CJ I 00 CONC. GROUT FROM FT. TO BEAM F, S3 W/ (1) #5 REBAR VERT ABOVE SLAB :: I iv TYP @ ALL PLACES SHOWN I I I in TYP @ 1 STORY U.N.O. I HOOKED FTG. DOWELS 5" EMBED /EELEXT. ABOVE SLAB "GRADE 40 I I -� --• '^I� : -F--�� -3 1/2" v SLOPE � I I a I I STEEL" I &T. V�1 I OPT. D 1:: 1 ■. 01 0"� I I I I I Le J I I: (2)#5 20'-101-7t ----J 4'-711" I I VERTICAL ' I BARS _ N10 I , CV 3'1" I_ 2'-68" A TYP @ 1 STORY S3 U.N.O. "e 2'-6" x 2-6" x V-0" W/ (3) #5'S E.W. - 5'-2k H.B.+ a'_ FOUNDATION PLAN MONO - ELEV-B1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w �5 U) CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .• • • •. #5 CONTINUOUS .�: ' ; ; :• '•_ REINF. SEE FND. FOR " "'• ' QUANTITY #5 X 25" X 25" CORNER • �; BAR ONE FOR EA. • - HORIZ. REBAR, TYP. �• U.N.O. • '•. "*Alternate: • ,; •'; The reinf. bars shall be ��;,: ��,: • �;;,;;�;:,: •'� f,: ��; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" w +� ' ��► :z Ir 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 - Resldentlal 7th Edition Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H OD E a o 00 M it � V 0 Lo8 c�p y� U. 00 Jl ik LL uu, 40 ,� (0M7;P rL Y 13�LLii 2 $mS 0o �' W f4 (V rD Q' J m °' °' ¢ a IL= co M z O (: Q U N O U = V cm, _� co z co z � � J — d 13 0 z �GA Cz LL0 .O V) W C Il I O m r— O Mh M p w ZZZ Q E 0 t— 0 q 5R U ` W ¢ � � z O E i � a p °� g Z 0 z zZ rya r� z O 00 a2 n� u 3 0 c O = rn B m c� L tv J QcYi .� lid N CN O ca � U ) = L N LO CV CN T= N 0 N T r .. E E V : N M z cc Z E C) c m F E U � v ai Q p JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 6 tT v m r17 rn O cyD N S O J cD O N M CP d 4 N O J c0 r` 0 N N rz CD C Q N N 0 E E O Ef 4 0 E. E. �I ZI X CL 0 J N EZ CV N Cl- 0 CV O N N\ N I e ,Isi�i r ti 4- To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n W a E g S8 Co ��� v 0 N 6 0) a0 J 1, aL a Q) M V a. tL Q.0 ' N rNe cQLLLL n W 5 ., _ 7 0 I N o O m W W r- m Q a Z L N Cl)�Z O U -i �, o U Cn .. Z ❑ ❑ ❑ WCq N c%I z � hpp Q V J �,ty V _O F- T C/J (a W � m U O W 8 U IA r M Q Y N OI C) (�13 (� q W Z M g E z�a oo r aR z® E CU a� a Z - O E oUp 0a i ¢ n i C'4 d t o o uj ME ca zfNG C/J Ja Qz sN aw z0z W 0-�z 01or o w Flo J O v zl�dTc� � O C Q � .i. J CO m `` 0 L (V c N .� Y NO m U CO O7 T Lo f6 = O N �— /� 61 / N N � = N o N T r E c M z z O M a v Q w o JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 7 I I 1 I' '1 1 1 1 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 afe vertical load + Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T ® OP FORM & GROUT SOLID q e . _ tQY -11 O N W J �U 0 #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. Kamm TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q 8 F 16- B/ 1 T U Q tNOMINAL, tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #S MIN. (1)RR (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - G d _ d ° d ° G M.U. #5 REBAR AT TOP ° w e° d MIN. (1) REQ'D j 1-1/2" CLEAR 2 z ° e ° d d Z GROUT r' n ° L d n Q E ° C.M.U. ° 5 REBAR AT BOTTOM OF = (n w z ' o LINTEL CAVITY LW U O0 u- (n 1 x ' OTTOM o X L) `'. n REINFORCING ¢ 0 - 7-5/8"ACTUAL PROVIDED IN � LL O N Z C f L ' 5 REBAR AT BOTTO 8" NOMINAL WIDTH LINTEL ¢ • O oo r �o �. J� AS INDICATED (VARIES) v~i u?5 6 MATERIALS cTreecaas Tntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 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 1ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION �F� 4'-0" LL (E� 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4'=1 r-0" To the best of the Engineer's knowledge, information and belief, the structure) 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. H Q E o 8 �_ r u O N LL iIi rn t` t• .� J W d' Q�MOV W a Y JLLLL aW o Z _ f°�v O W = cc O ~ W £ mC¢ < aZ Z XOn OLLZ UUNo W ❑❑❑ Z � N Z � �( v J tl N � � o aXZ a) Ow LQ C w m _ • C 4> QN a r- � w zZZ J Z6 J LL_ Eo n o z oLL > •- aR zp E O H (D u � U o �0 o a� Z41 CV o io tt � n, C z a mf O� Z N N q qZq¢ O U aw W �j � ao o v Za 03 O 0 c� L c N co .� m 1 � = �% Lo � N ILL)T_ T .L N 00 N T . M o M N Z Z E 0 E ?3 f0 a •• 0 � v a o c JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. 8 I i 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 If 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. ACCESSIBLE 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED 0N THESE S CC SSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, 1 3. 3. ALL ROOF AND FL TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLOOR USS S 0 FLA. REG. PE. AND SHALL INCLUDE: GU IN DE : DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F 1 VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 PLF APPLIED C 0 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN, GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. Z" %z" MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4, 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIED DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR S 0 S C 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracere treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1=0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 Inches. Exception: Paint or decorative cementitious finish less than 518" 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 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier. must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". 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 BEAM ETC ARE TO BE SYP # R BETTER AND OR MI R LAM L S, 2 0 C O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. >' ✓i � p i To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. .. ...: e� n Q 0 N 8 chi 0 14 d u �na°iwo atr`w N rnt-r1- LL w a a QyrNiv (� hc MLLu_ a O z,- 13 - M 4 0 P 19 t '� N (D M OO J ��� a W IL ¢ _j N o0 <0 IZr� =0 ..Z 0 0 _j U) 0 r� z z 13 M U'a- CS CX4-J V � O 8 /t ry N .n Cn - U o Q • 144 ffi Z J lL E as o 015 o o a R =o oa U (Q aa§ k0 VO Z ♦- � M E CDaz XU .� a �U °Z i Wz g =H � OU o � z cif v �3 = �w W U o �o IIIIIIIIIIIII'X wa zIa >� O '^ rn m 0 L � c N L.L Y N m64 U CO T T co p = N T LO N CV Lo r N N T" T M 0 E z E >v y c a0 _j ¢ 0 JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. S N CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR O 1'-0" o o GAS METER d U 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY`* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING FILL CELL STD. 900 HOOK r— BOND BEAM w CONT. #5 Q STD. 90° CONT. #5 HOOK BAR _.- - L BAR #5 CONT. FROM FOUNDATION - TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO I�CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D 'PLYWOOD FLOOR SHEATHING PER PLAN COLUMN AND = CONNECTION.—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI ~MASONRY WALL OR �i '4INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR Solid block all posts from STUU DS above to bearing below. SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking i 1/8" min. 2" min. } Small gap Series , / 1/8" gap 2" max. „ 4 max. Web Stiffener Fastener Schedule � 3/4" or 7/8" I Joist BearingLocation 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ * / , Series De th End Intermediate - End4 rm * ,ry g-1p/2 _ BCI d 1-1 /8" or two 1 /2" , 5000s® 11-7/8 2-8d 4 3-8d 6000s 1.8/1.7 wood anels p 2 x _ + 5/8" or 3/4" wood panel � I� i'� 14" 2-8d _1 5-8d Clinch nails when � '� 9-1//8 2-8d 11-7/8" 28d 2-8d 3-8 1-1 /8' or two 1 /2" 6500s 1.8/1.7 wood panels + 2 x _ 5/8" or 3/4" wood panel possible f ! ` BCI 6500s®, 14" 2-8d 1 5-8d 1) Support back of web during nailing to prevent damage to web flange connection. 176" / " 2-8d 2-8d 11- _ - BCI 60s® 2-8d 6-8d 3-8d 5-8d 1-1/8" or two 1l2" 2 + 5/8" 3/4" 60 2.0 x — or wood panel -14' . wood panels 2) Block solid between joists for full length of span. Tight fit - 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. R 1117 8" 3-16d !; 3-16d 902.0 2 x _ lumber Double 2 x , lumber 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s0 14 5 6df 4" max. 5-16d 5-16d 5-16d required when indicated or 14" l 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. - OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Use 3" (1 od) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and l require additional wall or beam below.* consideration. Check local building code for appropriate --- 11/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side - at bearing. = higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET i Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block10d nails SECTION @INT. BRG. WALL require additional consideration.— 2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam (D " "_"_ `` _ ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch Id or drill flanges �-1-0 ❑ 6" A 1Y" ROUND HOLE MAY Err 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 01 A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 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. N.T.S SIMPSC w/ (22) NAILS 1 5/8"D THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS *OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. . . SLEEVE THRU STEM Joist hanger - IT SEE PLAN FOR : a • ; . FOUNDATION INFO ' d FOU STEM FOUNDATION 11 Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I ✓ �I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height — requirements Yr V ; 0.6 X Joist depth I —JOISTS BUCKETS N.T.S. I GRADE rA ad REINF. SEE PLAN LA/C CHASE 4" PVC— (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS ' UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4' V CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 0 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 . d PVC OR SCH40 SLEEVE PLUMBING LINE d 4 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 d a ' q -a A e SEE FND. PLN. SIZE & REINF. rN �i Y r CY`Cl� J 1f, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde 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. tir N r Q CD, I- U 6 N °D J O Lo V y QO'p C1 J U- g it LL .•: N C-12 Jw d C-)LL a a SNe C J LL U.,_Ja S LL 0 Z 13 r m or X _ n m N M O W (22- ' Q i Z LL un No rj= u, Cl) Z N p N a d U U N W El El 0 z z z n d N c9 C3 �4 �0 JIM �� U E I I o w M o z u55 u EEO a ze z U H O - 0 a r 0 ao Do 0 f Z wro CV d L ¢UO 4 p � C o 0 z >� Z f/7 ci) J 3 �� ego aLL 3 YR $ 0 c 0 > d' 0 rn m m 0 � � N co J CN (D C) C m U � W r o r 2 04 r CV i� LO r= N 00 N 1_ EC)o T M N y Z Z E U c a E U � Q JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. SN 1 u, > G I I I I 1 I 1- II i - --- I 1 11 11I A 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. r e 6 ° I -I I I (�I I 9 HURRICANE ANCHOR @ EACH C I I I �I TRUSS (SEE UPLIFT SCHED.) W/ 12 METAL PL. UNDER EA. TRUSS MIT I = I I I I III I I1 W1-.FrI MOISTURE BARRIERVARIES(NP') SHINGLE ROOF -1 8, - ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGHJ STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8' O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL- f/ NAILER STD. 90'HOOK (SEE DETAIL 2x P.T. PLATE--, ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR a" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH -- -----_--.: -_ . --_ -- SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD O.C. W/ r- 2-0/16" PLATE WASHER (TYP.) _ ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR - ° ° ° @ 24" O.C.) 2" ELEV. -0'-31/2" 31/2"MIN. 2x4 CONT. A.F.F. O o ° g . _III III_ % N00 m 0 ° •' —I —III lllr �. ° c GARAGE DEPTH VARIES ° 31/2"(if - 4" I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. SHEET 2x STUD 8"x8"X16" KNOCK -OUT LOAD BEARING OR BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FILLED SOLID W/GROUT 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N 8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY ARCHITECTURAL w/ (10)10d NAILS r 2x P.T. PLATE FINISH TYP. 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED GRADE 1/2" GYPSUM WALLBOARD z U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN 00 FOR CLARITY FOR LOCATIONS) °� -III III -III III - 1x4 P.T. BASE NAILER ° III III —III -III I I I� = z 4"x4" INSPECTION h ° III=III__II I = -I NOTE BASEBOARD PORT AT EACH -I irv31/4" FOR BEARING WALL FILLED CELL TYPICAL - - W/ UPLIFT ONLY III. III -III I= MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR - III -III III III III I III =III 1_I_I=III III III III III=I MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR I=III 111 III-1 I 1 111—III III 111=III III III —III (- III III I III ---III III I I I= MUNICIPALITY. CONCRETE SLAB W/6X6 CURB DUE TO SLOPE 0- NOTE:EXTEND -III-- =1 „ —, - FRAME WALL TO C.M.U. WALL CONNECTION rD"`I"""""""`I�, W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. E N00 M - - ' I 6x6W1.4xW1.4 WWF OR FIBERMESH 6 MIL VAPOR > h _- I - z min.) 4" BARRIER C 4 v e r_1 I I.-Ia' • • — N s v . ... ... ... -1 1 F-1 I I PrI - COMP. SOIL. O° (COMPACTED TO 95% = m MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 14- V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---x SCALE: 3/4"=V-0" 'v GRADE v II I I II (1) #5 REBAR w/ OPT. _SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT �, 9 — 14 O.H.D. RECESS z 13 O.H.D. RECESS N M r . N • ..: .—•�- . r T. • I ♦ �� • .♦ M •' i— — •z7 i r" 6- :.:4"T = • r 4 T G TTF •I I I • ' • .: SEE A/S3 OR J/S6-'`IL I Imlll Ill - FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS K**j •1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-'" -I AT 11,11-, 9, 1, I II r' FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL C@ STEP (c@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" M SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 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. MAN°VpvS CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi M ° e -0_ j FINISH GRADE oO 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksiJ 6 MIL VAPOR BARRIER — A. — — T R 1 7/8 #5 REINFORCING BAR _ T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT • INTERIOR A. -31 '• v• CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE II (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -44 z C N— M 6 MIL VAPOR T - BARRIER �U 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE 'X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 0 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS P _T/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH 1/2"(min.)- 4" CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W F v vas ° a — m • WI� I? •. N _TT 1 f- TiT e 36" MIN. LAP [36" MIN. LAP] XXX t 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR " & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN moo (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE aa w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL ;a AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS € r, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER v — ��— 0'-0" FIN. FLR.rj COMMUNITY SPECS f iT( 1TI=[1T (2) #5 CONT. =1 I I- ON 3" CHAIRS 8.. 1'-4" (TYP.) 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 r, E e p MEMO,!fillI 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH N � C) C E SEEA/S3/J/S6 -� tr` 'T'' �`""'`� 8" I FOR REINF, INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. � M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD Nr CONT. FOOTING STEEL MAT REINFORCING. `= ' co ao z GRADE 11 2 _ W d • — 4— — Z X W = 1�I—I III—IIL _ICI —ICI W o W v 1=1 - 1—I 1-1 1=, Z ILL 00 -III—I ! d • °! o III=1 11_I 111�=111��111=-11 111- III - _ --III III —III —III 11 I I- FOOTING 11-1I1-1 I I —I I1=1I_I „I I -1I I PAD REINFORCEMENIII BEYOND T =III=1==i 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 ,. 141 Gr�0F ESS� To the best of the Engineers knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a c v 64 I� Lu _ a 0 ayM rY� c:J_ a w 5 z L OH 0: (9 to4co mo � a k Z & N M Z x O 0 � y . . Z 00 ❑00 W z_ C, z Q Q J N z -F �- r LL Cn g V O w s Cl1 �N r c 0 W 0 o M n0 w M Q o � 0 w a® > 0 E u ♦— nJ Imo wg Z C O E q 2 O 2 W .d.. a �� a ro v No gW Cn J i� b Z m " Z° W 3 a co ao Vim' c CD0 >� J O rn °` m c� L c N CU U C m U Cfl 2 LO N L0 '— N N Ln r = N oo �' T r ro N C'7 6 z z E O 0 N c a Ecc U 6 JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 m t2 C) 9 CID 0 J r-- 0 i i m C) 5*4 0 J W 0 i i L can CD Q N 0 i a O 0 i d LZ 12 CL i 0 lz 0 N A s a CV 0 cV (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —\ 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ Ll r DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE � INTERIOR 2x KING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE 17, TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS - 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS :TENSION FROM EXTERIOR WALL � ❑ ❑ ❑ CE OF BLOCK WALL IS 21/4" TO DRAIN GL DOOR OPENING -- - DOOR OPENING EXTERIOR -J ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑Fol ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT KD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (10 5 FOR CONCRETE PLACEMENT I d d a d 8" STD. 90"HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL M (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION _ — NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O 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 w 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 �t ,. TRAVEL DIRECTION OF GARAGE DOOR ---- MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ 'GARAGE DOOR TRACK SCALE: N.T.S. d , , T POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET i AGE R W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 4 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON 12 (TYP') SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 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 BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' BLOCKING W/ 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 ( ) LU v O/C FIELD Q_ g 2x TOP PLATE—/ V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL �y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 SPLICE NAILS TOTAL) EA. SIDE OF 4,9* SPLICE STAGGERED i 10d @ 8" 0/C ATTACH ALL -' EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON nc C C P.T. ATE almraVly ar4 SP2 SIMPSON NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10c ST SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-I M, LINTEL� T. _N d 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 —i SP2 --1 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 D� E42X8 P.T. BOTTOM PLATE 1 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) (4565# SPF) i (5645# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I & NUT OXIED A.T.R. (&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE /- 2X BLOCKING O C (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD 54 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY- SIMPSON J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR SCALE: N.T.S. N ;; ' �j 10 To the as 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 a NO C ti LL .,. V G C' , 0 00 'it- a 4 'a U--1 ` a Y � LLU_ a Z L N 0 W y� o N cp 8�T wO O J on Z co d co M z ¢aa x n. 0 N E O ODU�rVi� _ W ❑�❑ z o z o J N to z 'q Cz 4-+co (13 w U 0 ua cn di m�.. ,� = • U p N � w co o U_ E z o � > � �. z Fm n3 _ o E CV pd p` DV o a w ap 4Q m f CO _ z� - J �o " ,. Z Z y < _� �V W Q wLL a �w JO w a� os >qct J ai rn 2 m L N N J 0 'm° V to N r co p 2 04 0) T— r = N 0 N .. E r_ N .. Z z E 0 13 `m m a E .. E U _0 ¢ o JOB NO : 21-1076 SCALE : AS NOTED SHEET NO. S4 n L' ..I J _ I I I I I.—_ 1 11 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 -00/C EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •� BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1OdX3" @ 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" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, fa NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 DETAIL `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /,-1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2)16d TOENAILS 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 1063" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 4 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH () ; MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 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 TRUSS VERTICAL WEB 24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" ( SECTION 2 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 r X-BRACING, AND TOP' co SEE STRUCTURAL CHORD BLOCKING _ NOTES AND NAILING INFORMATION � SCHEDULE FOR ill 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ " (2)16d NAILS 00 co 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 NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS xx @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d (D = 0.207", L = 41A2") OR EQUAL 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 LAMINATION SPACE AS SHOWN FOR 3-PLY 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SS SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST ( ) 2x4 "T" ON TOP OF PANEL L 2 4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, 4" FASTEN WITH (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. TOENAIL t (2)16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.0 Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 4. • � e nil w \ n � 1 n 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) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 wl (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yGo 0 Ir C7 11 CORNER JACK Y Q w z 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r-CONTINUOUS BOTTOI CHORD BRACING 2X4 MIN. 10111g1 � � IIIIII 1■N �� NOTE: LTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ; 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. IW- S$ Q S N r� �p r-ft N R J Lo tj 0 y co 1iw .4 0 J lL �LL W W S a O� 0 t2°' 91 W 2 iIL N MZ a �tn0 Z OU U_jrOn ❑❑❑ z `L Z Q �� CE �; g tj U 0 w 2 N w _ Of Q CDz Cl)o o 1 UL cd a E E O w s <o > �� _® a zC1 o N � ~ g= d xo g z l � � d Cr �c sx,Z m z _ e, 0 i Q� $ Z �w W NI IS CD y F .0 1111111111111� coCD 0 c 0 Z C125 m c� L c N > co N Y O Q L1. C: to U N 7TT••••ttt CID Qi T O 2 04 T r = N 0 N T M o cc z E O E C a U � r�.. Q p L.. JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. S5 DOOR JAMB (REFER ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL � MAX. 8" � UNACCEPTABLE INSTALLTION � TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. J'' APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. / : 1x4 ;' #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"0 X 3" LONG / FURRING FURRING (2) ROWS 3/16 x 3-1/2 3-1/4" LONG X 3/16"0 ,' FURRING #5 REBAR ` AND NAILED W/ 8d COMMON -"_ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCONS TAPCON. INTO TAPCON @ 16" O.C. & 4" 2Xg STAGGERED @ 16" (TYP,) ♦ '' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 1' O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH - PER MANUFACTURE MASONRY THROUGH '� _ 1 I2" DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1 D. 90- HOOK (TYP.) STD. so^ ` _ . 2x BAND JOIST W/ FACE NAIL 10d @TOP 8 BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER YWALL % j , APPROVAL FOR CONN.rlx4l/2"DI EACH END W/ MIN TO PRODUCTNOTE: j LAP SHEATHING TO DOOR JAMB (REFER*7,'EDGE TO PRODUCT DIST. APPROVAL FOR CONN. %'/ 2x8 P.T. w/ (2) ROWS 3/16" %j� x 3-1/2" TAPCON @ 16"1x4 /i; ♦ BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CO (2) ROWS 3/16 x 3-1/2 / O.C. & 4" FROM EACH �01 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING 4" FROM EACH END w/ +2,. NOTC @ FIRST COURSE@2x8 SIMPSON HGAMIOKTA 12" O.C. P.T. ATTACH SECOND PLY w/ ' � w/ (4) 1/4x1 1/2" SDS SCREWS ..AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° x I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.c. 3-1 /4" DETAIL NOTCH WEB AT THE ' t5^ FIRST 2 COURSESFILLED - TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A_A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. = 1610 #FOR 2 STRAPS ' . FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID WIGROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 wl (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1l2" BUILT UPPLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. coNracr ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ' • r SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS •• OVERHAN �' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL , CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. • INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () ' DOUBLE 2x4 SCAB FOR Z-6" TO 4'-1 O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)11 NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X O� Ry TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + lF NOTN 11-0" 51-011 SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + • "� WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED � + REQUIRED >.► .. • •: ► •.� /4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT •.. • : ►; #5 BAR BLOCK HEADER 2.0 g' SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + SOFFIT + .• D �' 10" • ► • * CENTERED W/ g BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ... ► • '► IN TOP C) 1 X 4 FURRING 8d NAILS EACH TRUSS ► d .' KNOCKOUT / N / • CHAIR BLOCK � ! � 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W! (2) 10d °� C � O C O NNE T R -_' I .• PROVIDE 2 x 8 DIAG. BRACE BTWN*_,PROVIDE NAILS AT EA. END (2) MIN. PROVIDE 2x � CONT. W/ (3) MONO FOOTING , SIZE AND REINF. PER PLAN - ''. • ► . VERT. BRACES WHEN HGT. OFTAPCON AT EA. SIDE 12d NAILS ' SEE LINTEL AND SECTION DETAILS } BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL J • • • 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SO IT .► DIRT Z TO BE INSTALLED 00, 2 BUILT UP PLWD. BUCK - 4'-1 MAX SEEP PRECAST LINTEL X.• • STANDARD o 9 r HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD FOR OVER HANG FILLED CELL • ° - - , • ° , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW ----'----' CREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. ANCHOR INTO ARCH BLKG. HIP. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS SCALE: 3/4" = 1'-1 SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING ND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W .W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E PER ANCHOR INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED SIMPSON "SET" zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _p EPDXY MIN. 6" EMBEDMENT & N. ¢ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ UJ NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ;' ► A REINFORCING AS FOLLOWS: 0 a SEALANT ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g' ° g #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► ° _ Q g EXISTING FOOTING (2) #5x6' IN CONC. ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL N FILLED CELL SMOOTH. DO NO FURROW. e , ° DRILL MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT � GRADE >. R IN EPDXY SET BAR N FURROW. MAINTAIN UNIFORM JOINT WIDTH, 6" MIN. LAP p g e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ° \ REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. �, g • P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° " -'0 4" SAW CUT GLASS BLOCK DETAIL SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL \ ' (2) #5 REBAR. MIN. 3" OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM NTS ^LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION GLASS BLOCK A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN L EXISTING FOOTING IIIJJ GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. il. I(C.,1 4,tell, � sr 0 V�J N ', �✓ N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) H $ o E N U 0 Lo N � # LL C J iK u"a �,n2 J NNo LL a - M mLLu: aw 0 J Z _ o Mo m c � m N rn 'T W A�4'o aco ¢� Z IL 00 a LO C14 Z 0� U) O O U Z W ❑❑Q z 5�� z a $ 2 o Q) I cf-.> V1 LL _0*O C- t/1 � ti M JUA w Zo EE o V � �a z�n° °r Q-� z0. o E �~ ai ~ U) c� 9& Z J ab �_ $ 0� Zo W a� U A- (D w� >g C? a 0 >� 0 m 0 L � c N > N ; \\ L.L V N m C) CO T Lo (0 p 2 04 r T 3: N 00 N r w T M o Z E Q y m a E U _j ?3 Q p c c JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE M (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1111/ C-IVV tW 1 a\VVV YY L1..1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.- 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. fYVVV 11\VVV - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE —ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT.A-A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS G.T. -- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) P oq 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 @ 7-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-/ --- CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE =F PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM CV RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE �7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO r117T Ir - 1 r'1 A I OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" BM. SPLICE OVER - //,// CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE —SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL —� TO STUDS wl (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS VARIES -� � ROOF SHEATHING 7A_ 2x STUDS @ 16" O.C. SEE VS5 FOR N w/ SIMPSON SP1 w/ (10) 10d — SEE PLAN FOR ATTACHED PER ADDITIONAL gd NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d AI COMMON TRUSSES. ti ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP �� SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE N TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS STRUCTURAL SHEATHING NAILS TO TRUSS `\ SPF TOP INFORMATION. AT BASE SEE J/S6 FOR ti GABLE �� (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD _ LOW ROOF/WALL 1 SCHEDULE PLATE MORE INFO. 4 STUD) TRUSS SHEATHING IT PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION 1/2" PLYWOOD l ROOF SLOPE SIMPSON LSTA30 w/ 22 10d NAILS OR () SIMPSON MTS12 w/ (14) 10d x - ( ) 2 16d NAILS TO 1 1/2" NAILS TO BLOCKING -` SIMPSON MTS12 w/ EACH COMMON BELOW 16" O.C. WOOD WALL r @ TRUSS/ FRAMING r OR TRUSS. 2X4 CONT. W/ (2) �� MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM'S SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER 11 NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON t (3) 12d TOENAILS TO - - -- i a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD 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 a 24 10d x 1 1/2" NAILS 4'- " MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER ( ) @ 0 O.C. fl W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. d° 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 g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 111_� DETAILS & SECTIONS .: ilijfl/A`lz +IV N rl f> r)FESS�O y ��.y/�Pftttlt4111tt\ � 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. H W Q S ,0 v E00 ttDD u C _ Q O N N J N 6 C) 0 --r V_ jjn OD % * LL W N fA tnr`rp LL w a C14 v a Y u-LL a o = r� 0� i a'ION tD ILL O J ILW �jgrnO' m¢ a Z — = °0 N N Z W-' v'O ODU�(n W ❑oo z WON (h W z Q � o �T ICJ U w N Ln Ly N (•a r- LlJ �o C Cn Q Y O M M i p S z G F L aE o E U Y o� =® o a H� 00 tt z O E N ru a ao o wz aw N C H� m0 zz rz z 55 g i j O S V W v as o� a a 0O J Q ai L fy c N co m U � T p T M = N T L0 .� N (V �„() r- = N 0T0 N r E 0 T rh M N Z Z r E O E0 CID a 0 0 � oCD Q JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK 12 MIL DRY�LOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER --- 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM •, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT __-__ - REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME - 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure � resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NOl BOTro1 FLANGE SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER VE BARRIER & MRILY SECURE W WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) kSHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND OR RETURN UP JAMB 6". USE LIQUID O NAIL BRAND OR EQUAL WEATHER O PROOF CAULKING SELF -ADHERED FLASHING t SUBFLC 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 `� r 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 7-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER al a- Cr 0- Q- 2 CD � � w w U = w w O RIM JOIST 8 2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1�0 :LF-ADHERED FLASHING ,TCH HERED FLASHING 1 2 4 5 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (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 LL 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 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 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING in CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied pp g' y g' y g pp FLASHING SELF -ADHERED FLASHING 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 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) SE contraction, ASTMC 1281, AAMA 812, or others roved standard as appropriate for the pptype 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 w finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <> manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are 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. SELF -ADHERED FLASHING INSIDE CORNER �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 7 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. ,7 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. Water Resistant Barrier 7.7.At built-in qutters. 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 Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH - PLASTER ACCESSORY - - - SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING z Z STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB V I) ,SF LATH ER STOP A NUOUS BACKER ROD -ANT VTITIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O CV ti N 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 Flonda 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. a� a o g8R 0 C oac7� ao LL W Q tll tiP-� I? yr�iR LL W a N . c U u- iY� d W } 0 Z_ L m °yp' 0 �• W ; g. r, N(0 �2T m O J ¢� Z 10 N co Z do n X LA O U � en = ❑❑❑ W 0 2 I N th z 0 z 4 � d N M N z CD 0 6 u- r 4-1 cr> U w Ow SO 7 11J J < Y o N O. �� r` o co Ch ip w Z?Z Q E 30R w zo E ♦- 7 � 0, a O Z o $o � a CN < 0 o w 0 ra Cr c T i3 O¢ Z Z c> & { s o u s0Z a. W Q 5 U w s Q� ww F� a p << pp >Y � ilaTu 3 c Q 0 2 el "It -I O d) CID c� L � c N ca .> X ; N O a m C)CN CO T L0 co O 2 N r N N IUD r = N 000 N rn r N M z M Z E O y cc IL E U v Q 0 c c J JOB NO: 21-1076 SCALE : AS NOTED SHEET NO. W P .1I I III I L I'. Ili r'i"I� '�Ilr iRl'll''�rlla��llit.�bll'I_,I HURRICANE Mounting Brackets (10 GaiL i 4-1 /2e x 4-1!2' x 2-12w See Anchor Schedule Bolts 112" Ria. A325 GaII 1Typ,) o ' N14Se114,111rilling Screws A C Urit Bottom Edge er Hurricane Strap (Typical• 31n front) Front Cross Support (May be cut LOW) Left Bracket (16 Gauge) p 14 Self-0riling Screws Thru Brackets 81 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) 1 as�8" Washers / Self -Cocking Huts F, Npt-i matAtivurn rausru..slun - fwNrvNl�a"i'�milt -6 Hwaauac Au Burs. Reload Sal Daaw3ag availal le apes reiy.tw I r.x wed apply) Back Cross Support (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business is Professional Regulation Building Codes and Standards Product Approval Application Detail page I of: V14202 Gaga Elalt. Deri gMt Data ►andra cm - jy17a Version IthisOWiV'hYa C u l EDonetr a Lhnp Malau l .ril Vi dshad 8&MUtl FIRC Morgwl Appp2yeg EtiWs Ranson 2020 (Jaxel Meta", Inc J.- Shu-1. Z.uhl R PMSI Lake Bowdan P E 08/IM020 081092020 08201.'020 10MS17020 Approved CNagray: Rowng (502) 303.1511 PE-74021 (334) 300.IWD subcategory: Meal Floating Isnurrete®dresmol oom Compllands lateral EYdue im Report fr... Florloo Registered Archaed a. Licensed Florida Pr ores. -I F,,gI r Quality Assaona Aparoyed for Us. Agproradfor Use arrow )halm �gJl Roduct ModN. Numbor or Narp Produd DpalMpn Caara:t SxpllMbn Dre In Hi OWslda WAZ Rowtrg Pret;l9r t Dram Moral Roonnp Systems DMC 100NS UMC 15USS. DMC 175S, UMC 2005. 12/312025 Y.. No WA -W 180 DMC 5V Florida Dopartmera of Business & Professional Regulation pep. I a 1 Building Codes and Standards U512M Product Approval Application Detail G0� E - • Dust ➢ere Data Mdro 2" MW "Wed" IriaoWactlll= aalai9l ENalgeer.4Llamil VNIdd dlk yalpgtpeg EuhmEtW F&CAooroval Ale®ffii EtitlY)t Mlmeti- 2020 Si Va1t Roill Inc. M a l Graham Names F. Norco P E Look. Bowden PE 1211812020 19M62020 12282020 Approi Category: structural ComDonuts (877) 441.5356 PE73779 (3341 300.1800 Subcategory: Prods w. W roduced as a Result of mto�smertvenl cam Nei Teohnoogy Carpsarace MNhad: Fxekdim Resod Mom a Florida Registered Monied ore Licensed Fonda fi�E.Bln�a Proruewd Engineer E!a l Product G�latlaa gyep�yegpge Gm�L6iWtiDm➢ile ApgpyeyeEgg AgagwdrorUu IaHVI $aaids HVi OWAM Btalit" prim IlliW[e 1 Smerlitent Mad.l s1.540.510 Dud Funrti n FI-d end V-dllea- Vant 72l712020 Yes Yes NIA .1001,100 2 Smen Veal Madsl 41540 511 Dual Fun F.Ii- Flmd enA Verdi Vent 1713 no20 Yee Yee N/A +1001100 3 9manVent Model 915/0520 Insulted Flood Vent 121312020 Yet Yes N/A +100/100 4 smartYent Modsl N15/0-521 InWIa1W FIggd Vsnt 127312020 Yes Yp NIA N0UF100 5 SmNnVant Model a'1544b24 106Nat: Gap. Door Flood Vent 121J12020 YSN Y. WA NIA Bm.mVmt Model4'1540.570 Wood Well Insulated rlood Vat 12/312020 Yes Yes WA '100/-100 7 amanVe nt Model 91540.574 14 56oud. Gangs Door rood Vent 12/31/2020 Yes Yge NIA WA Florida Department of Business & Professional Regulation Page 1 N3 Building Codes and Standards WINN Product Approval Application Detail Gagr 1v M Drie M nor d na brit D= Y.dain Manufacturer C.hI ii E1ldnger& Litwin. VNIdNed M Vllwated Euhmw FDIC Agbrow amRmnd ALMA R.wsiwl 2070 Therm-Tru Cwporstl- Store Jaspers- Lyndon F. Swmld, P.E. Ryan J. King, P E. 0123,2020 07/172020 07292020 10Y132020 Approved C.t.,l Exterior doors (800) 843.7026 PE43409 (513) 787.6505 aubCalpay: Swlrrgk,g Exterwr Door Aaemlbes .).spa onall arri to Compllac.MNMw:-aluNi-Ramon glom 11 Florida Rpislend Ard Mal w a Licencad Flor-d. Professional Cray- { . EeatLProduot Cull Aauninds Delarldallon Collared F-IntimData Aporowd for Up Approved In 11 li Qrgtlds for Use MVMZ Imaad 129ANA Design P1tIWC4 I n Therms Tru Flom-C lassie end &rrodn Mai Normal 8&039 B AqudJarg aclAquat. opaque 12/311=1 No Yes Yee WA Ccmposite hope, Fberg... Single Dow (newlp,00tri rig: X con6gungon) b Tnerms-Tru FIbe,-Cu.. F iald Ernitdn-Slat Nominal 6&t30:8 8Nw:IT"itt64uot Opaque 12131 CO21 No Yet Y. WA Cwrpmlte Edge I,o.'piax single few wen Swea.(st tlnsMmgrounwing, XO. OX or OXO conteu, We) 3 c Thorne Tru Fiber Cli and Smooth Star Normal 8&839.8 &qud.lrrpad8quot, Or 12/312021 No Yes Yes NIA C.wnposlle Fogs Fiberglas. U-11N Dow W I, w wNhout Sdraes(Inswiny0utsw il: XX or ii Fwfigwetlonsl 4 d Therm.-Tru nbanClasiclind Smodn-Sler Norm -I 8Aa.39,0 Aqud,lmpadbpuot: Open- 12131Q021 No Yet Yee N/A Cwnpmlte Edge Fioerpl..s Slope Drat (I -0o'Cutea1n0; X conrouraill 5 a enCiassic and 8rmodh-Spa Therm.-Tru Fb -11 5"39.0 iglu.. Inp.tt&quw, op- 12ni ami No Yet Ya NIA Cornpo.ile Edon Fberg..s Sin de Dow with Sldeld.(00-in glo wing XC.OXor OXO t-sgratlw.) 6 I Therrrii FborCl.ssk and SmooN-Srer Nornm.l 6&339:0 &quw.lmpav&qua: Opsme 121312021 No Yet Yet WA Corapoul. Edge Fluergl.ss 0-me, (low ash or without SldNltaa (1-11gi 0ul-11g; XX or OXXO F-pw.tka.) 7 p Th- lra Floor Clas ...M Smaoln Sur Nomkal e&i30,8 &quotJWacrAquol, Govan T21312071 No Y.. Yon WA Gnpoana Edge Fbargt... Single Low Ontwne10ulawal X conrgurallon) 8 h Theme-Tru Fber-Clossic a d Smooth -Star Ndminel 9&a39:8 &quwlmpatt&Oud: Gloried 12/3121 No Yes Ya NIA Compoaitt F,ry Ebaplass Singe Dow War, &debt.(,, pnswmplUutawng. XO, OX or OXO conlamil wt) 9 I. Thence-Tru F.W,-Doak and SmoalFalar Nominal a&M39.8 BNw.lrrnp.tl&puot. Gazed 12/31=1 No Ye. Yea WA C-pw:ue Edge Fiberglass Double Door w i w without 51dNitu nntwlnyUUlswmO: XX or OXXO Forsburiall gydO. Aaeware Apgayand I, , AmroVM ion Lisa Ineaso- option ANA R= Mods). Numbs or Nora Product Deracrlpaon Ca trod Cxdrrlm ode In KVHZ ounslda HVHZ RnlMant Prsnure 1! I. iMnne-Tru Fiber-Cl.seo and SmoctliI Nwi 53,1131 &qua, hap..44um,. Gil teal 121312D21 No Y., Yp NIA CompoNle Edge FlbelDlaae Double Dow with or Wall Gldobtes Ilnswlny0u7aWN19: XX or OXXO rnnfipwetlwe) Florida Department of Business & Professions] Regulation Building Codes and Standards Product Approval Application Detail Page I at 1 lA2ml C.9ft ErAlty . -. Dery ou Dale Mndm M lYa! VtWon Yaoaisati l Smrs61 L9wlnsarilknge VNidNed IN ymaw t8WEgm FSC Approval haland >'grius R.,si 2020 POT Industries Jars Rosowskl MIan4Dsde BCCO -CER Mlard-Dads BCCO-VAL 111192020 1MV2020 1124/2020 Approved lCategory: Exteror Doon (9411 4864100 (780) 315.2590 Subcategory: Sliding Exterior Dow Asemdles )rap ki0pUtI dudnesc Cornpffai Method: Certification Mark or Luting err FU25/JIs3 Rpill Quau9Y Ass ranee Ampronvillorthis Approved far Uss Imaeg! Dew Sepia Rods) YpdLL Narbe, err Norma fj g[Jmm GarsL�Eeaol"a gas in HVHZ Outside HVHZ i3oltlsol EmWi! j 0 SGD-6570 f LsrOe Miss. iri V rryt 91*g pass Dow 04/14=21 Yes Yee Yes N/A January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FD(ED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTH E R 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918-1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, ILL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 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 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) Florida Department of Wahl & Professional Regulation Page I or3 Building Codes and Standards m2g21 Product Approval Application Detell > fani or putt Dolt DaisP:olma ants TV- won Illianufachanar Cent.d aswllNer 8 ucasp Vall",d IN v IptiQ 7ubmlaed FaC AOq oeN Aspirated R.Aslon 2020 Thermo-Tru Cornwall- 81- Jespersm Lyndon F. 13dmwt P.E. Ryr1 J OV, P F 072L2020 07M 2/2020 07291 10ti V2020 Approved Category: EXIMor Doors 1800) 843-7028 PE 43400 (813) 787fi555 Subcategory: Sw in91p Odor Door Assemblies sjuparsorn4athameW... CCmpllatics slashed: Evausuw Repon f in a m Florida Registered ArchBed me Licensed Fonda FL-7&a3 AdestimN Engineer Prei 1. •!sot ngauct Modsl. Nr.rt.r or Nam. Guilty Ror l Deli nation Callan Assurance 6lmtrdion DNB Amrawd In tar HM Use Asonnald gulaislidbu his Us, Dial Resistant psalm. gendamr, 1 e. lharma-iru Fber-Clessk end 9moathSrar Nommtl 881N36;8&Wd:lmped8qua: Opaque 12,,,202, Yes Yp Yea N/A Composite Edge Fiberglass Single Dow th-wh tiOutawing. X c-Bguahon) 2 b. Thorne-Tru Fiber-Clas.IF and Smooth .9l.r NorriInN 88%3 4quor;ImPaclBquot. Opaque 12,`112021 Yes Yes Yes WA Composhe Edge Fiberglass Single Door with SlMlltelsi (In nsingroutswing'. XO. OX or OXO omllpaNlonsI 3 c therrre-tru Fbr-Deswv and Sarmat"rer NnminN e&s"A Attanclwpad8quw, Opaque 12/312021 Yes Yes Y., NIA Cwripod. Edna Fbsrglass Double Dow with or without Sideap flnewlnyOulaslnp; XX or OXXO em601atlel a) 4 d. Th.rms-Tru F,t, r Cla.W ail Smomin Star N-W 84039N Adud;knpectill op.N. I V312021 Yes Y. Y.. NIA Cwnprefia Fag, Fibergass Single Dow (Inswlny0utsi X cwsgurstion) 5 e. Tharryi N FIb-Ulusic and Smooth -Swat Norril 8de39;0 8quo;bnpae&quot; Opaque 12/312021 Y.. Yu Yes NIA CornpmNe Edge Fiberglass Single Dow with Sidellla(s) nnawlnyOulewlnp, XO. OX or OXO crosoaMlons) 6 f Thama-Tru Fiber-Cusal, and Smodn-Ster Noriiintl 8&t39:0 (4quwlinpact&quo: Opaque 121312021 Yea yes Yet NIA cmpwde Edp. Fbao... Double Dow wan or wilnout Siddfles (la-apfoulswmg, XX or OXXO tonsguratiws) 7 % Therms-Th.; Fiber -Classic end Smmh- far NwnN1tl 66e39;6 84ua; 9r"CuLwd: Diluted 12A12021 Yet Yp Y., N/A C,.fte Edge F"b"it'. &ogle Dow (1,v«ing100 wing, X arnd(yretlon) 0 h. Theme►Tru FIDONCne.IF and Smo sh-filar Narktl 6&1r36;e &aa:6rlpact&qua; Gazed 12f3l2021 Yes Yp Y. WA C.V.R. Edge Fiberglass Single Dowwan S cot ll ) (Inewing/Outini XO, OX or OXo cdhigwNon I 9 I. Therma-Tru Fibe-Clesucend Snrooth-Star NmonN 68a39:88qua:knpact&quw: Glued 17/312071 Yes Yes Y.. NIA Cwnposhe Edge Flergas. Double Dow with or WICout SidsMp pnswinyOulning: XX or OXXO itgunilM) 10 J Thermo Tru Finer-O.arc and amoah-Stu Nonarold 36,08quc1,knp.claquot' Glared 12/31/2021 Yes Yes Yes NIA Caribous Edge Fiberglass angle Dow (InaMnlYOulswing: X cwsoratlonl 11 x Ther- Tru Fiber Cleaslc end 8-thSmr Nomeid 8&a1 &led, Imp.09quot, Guilin 12131 M21 Yes Yes Yes NIA Ganpcee. Edge Fiberglass Smoo Dow w8h awillh(s) Onswing/Ounwmg'. XC, (>Xa UXO con".adlws) 12 I. Thearl Fber-Classic and Smooth -Suer Nmdnd 88039:0&qua, tnput9iti LGlared 12/312021 Yes Yes Yes Ni Cwrpoait. Edge Fib.'eta. Dino. Door will, or Win out Sid.Mu (1a-,n01011'sw1n9: XX or OXXO Fonrowatlws) 13 m. Tnelma-Tru Fltb -Clsslc end 9nodb-Slot Nominal 9&e39:68Wa;81paV&gl Op.que 12r312021 Yes Yu Yes N/A Coarposrt. Edge Fiberglass snot, Dow with &pld.14 -Sinned&qua. SldaliI t'sarbgroutswing; XO. OX or OXO crosouadons) 1s n Thunm. Tru F.1- Clnv.(c end Smdon-slit, Nmvn d BAJ139;88qud: krpeddqud. Opaque 12202 31/1 Yes Yes Yes NIA Conposi Fags Foal... Double Dow with &era Ndar rpaiiii Sidaetes (InsWWOut wing; OXXO cwn0unill 15 o. Therm-Tru Fbber-Cluslc.nd Smooth -Suer Nmdnd 8&#1 Aqua:IrtpactBglwl; Opaque 12/312021 Yes Yu Yas NIA Campaake Edo. Fincrglass Stride Door wah &quot 14-hnpaa&gVol, aldelit.(s) (krs/InyOut..lrp; XO, OX a OXO configurationo 1& p. Thinner TN Fiber-Clssek and Smooth-60r Nordrltl 8"U;o 8Nw;8roed&quw; Opaque 1213112021 Yes Yp Yee NIA Catposae Edge Flb.rgl... Double Dow wit &q.d.No krrpac qua. sidsMge(lrswinyatawmg; CXX0 eonOo"'al 17 q. Therms -TN riber-Clessk and Smowh-Star Nminal 68i39;8 8qua:N- la; -IMWtBpOp.Wa 12/312021 Yes Yn No Ni Canposa. Edge Floergl9es 3.0. Dow (inewinprounxwelp, X cmfigum"t 18 r.Therms-Tru Fiber -Doak and Smooth -Star Nordntl GBA139;6&qua;Non-Imp"Mitud; Opequt 121312021 Yu Ya No NIA CanpmNa Edge Flbergl.s. Slngld Doerr wah Sideutdat (Iting/Outsweg. xo.OX o, OXO cmfigurnws) 19 /. Thermo-fru Flberpaasrc and BmmlMatar Nwnmtl 6039:6 &qud;Nw-Impact&wd; Opaque 121312021 Yes Ya No WA Composite Edge Filbarglass Double Dow wKh or .0oul&Weaes(I-IrI/OWl ing; XX or OXXO conlMurstlws) 20 1. Thane-Tru Fiber-Cla- and smOdn-Star "10 860:W:0 &Na;Non-InpactBquw: Opsaa 12n12021 Yet Ya No NIA Canpmke Edge Fiberglass Snide Dow (InseirpOutawap, X Fwnfgua,tion) 21 a ThHmi-Tru FrMrCie+sic sod 9mwth .9er Nwnmal8&s39:0&q.d;N--Inpecl6qud;Opeale 17n,17071 Y.Y.No NIA Compmke Edge FlDeroses Single Docrwen Sideli l(Inswln9/Ounsing; XO, OX or OXO configurations) 22 V, Therne-Tru FbarClusle and umootMSMr Nanlnd 8&d39;0 &qud;Nor-Inpsct&qud: Opaque 12/312021 Yet Ya No NIA Cmpdsse Fdw, Fiberglass Drnble 13- with or without Swel (Inswny0ulawmp; XX or OXXO donegurtliws) 23 s, Therm.-Tru FAler-Cluflc and SmooUtSnr NornMtl 66039A 4,mot:Nw-InvuMqua: Glued 12/31/2021 Yea Yee No N/A Compo.ne Edge rbero..s an it Dow (InswilypNwinu, X c-agunI 24 a Ther- Tru Finer Classic and Srnoolln Star Nwnlntl 6&a39;8 &gda;Non-Impactsi Glued 17A12021 Yea Y. No N/A Co rpoaite Edge rieero... single Door an Slaslitem Ilmwingroutswing. XO, OXor OXO c-figwtli-s) 25 y Thrna-Tru Fibs-Claau. and S-ol'StaI Norranal 8&s39:11 &qud;N--Imp.d&qud; Glared 171J12071 Yes Yet No NIA Cdnposae Edge Fiberglass Double Dow wan or without Sidefilm (Inns ng/Oulsmii XX or OXXO cm8gorNlan.) 20 z rhama-Tru Fber-Claasie wd SmoolMSter Nwdntl 8&e39;0 &qud:Non-IrIV.t&quw; 01-so 12t3li 1 Yas Yet No WA Caapcea. Edge Fbvoles Slagle Dow (Mswing70utli X W09U.11w) 27 re TIrerme-Tin Fa»r-Cles-nd SmoMSlw Nominal 840*08qud;N--Irryitaiga ,Glazed 121312021 Yes Yes No N/A Compass. Edo. Fbaoess Single Dow with 51dehte(fi Ilnaiingroutswaq. XC. OX or OXO configurations) 28 rb Thema Ta Fiber Clessk wad Smw.h Star N-ai 884139,C &quo,N- Inyaiaqud; Glazed 12131"21 Yes Yes No WA Cwrpoaa. Edge Fberpisa Double Dow wan or with at Sldelita (InswinDroullttng; XX or OXXO ewsgurdlws) Florida Department of Business & Professional Regulation Page I at 7 Building Codes and Standards 11620Y1 Product Approval Application Detail ... � EmmLta � Zak � 29a pits Dadra, ➢file . 1ppie version Manufacture S9rit9l Lnghm Si l losinse YwdrM eat validated submitted FSC Aggroval ro sae Rwelw 2020 Thenrl4-Tw Corporation Steve J49p9rew Lyndon F, Sarni P,C. Ryan J Mg. PE 10M U2020 07M W020 07/302020 10120 320 Approdad Category: edena Doors (an0) 843 7628 PF 41400 (813)7Sri albeatpory: TXvino rig Cxterlw Dew A ... mbll.. atapeaswatnemntru co Comprdaraa MNhod FwluNkn Report Bom a m FI-de Regain Ai-oh9acl me botated Flonde Professional Engineer J AIGNI.aa 14aded. Quite, Assixtrante, Aaagvad rot Uge AowavM rot use Immd psalm aga)t Rodrd Nodal. Nurta or Harw Pig" O..wldwn gl.tltlllu Ou1Nds NVNL Resistant Pppey(g I t. Themla-Tru rlber-CI.plc and Smooan-Star Nan)n416&a39;6 dual Non-Inpact6qud: Owqu. 72/]12021 No Yes No N/A Coarnox a Edge %stores Single Door inswlny0ulswing; X cwfigur.aon) seen . Tian v w n Ytawfuji Ker Ali 2020 M l Windows and Dons Category: Edwor Door Subcategory: aiding Call Dow Ainusn ie. CompRann Method: EVawrlw Report Iron a Fl-de Registered Architect or s Licensed Florida EwaAauAtmgduda Prdeuiwal Erpneer Aw Ygdsl. Nurba or warn 1 SERIES 420 ALUe MINUM suo 2 SERIFS 470ALUMINUM SGD 3 SERIES 420ALUMINUM SGD REINFORCED 4 SERIES 420 ALUMINUM GOD REINFORCED 5 SERIES 420ALUMINUM SGD REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 1_1=1IN2021 Entry or putt brit Date P.ndrw grist Gin= endanger 8 License validated ey Yam" EIS FSC Actergi Aaafaml A1" Brant Carnal Las" Roberto Lams Eleven M UNdh, PE 1000602020 10A62020 1011 Ill 17/1 N2020 Asp -d (717) 3653300 PF87514 (717) 317-4434 b.tingentlinn.cl corn $noduot,Distillation SERIES 420 ALUMINUM SOD OXO Quality A-- Contract a.drden DNa 12/312024 Aawotwd for Use In Hit jj No Apo pvM for Use OW dde NVNZ Yet Impieg RWerg g No Design fi g! NIA 145-314&quotx80&qud. NON -REINFORCED SERIES 420 ALOMINUM SGO OX, XO, XX 121312024 No Yes No NIA "'quixX80&Wid: NON -REINFORCED SERIES 420 ALUMINUM SCO REINFORCED OXO 121.i12074 No Yet No NIA 145-3/4&qud;x90&qua. SERIES 420 ALUMINUM $Go REINFORCED OX, 1 W312024 No Yu No NIA XO, XX 98& W w'."l 9ERIES 420 ALUMINUM SGD REINFORCED XXX IN312024 No Yes No NIA I438Nd:x90&quw. Florida Department of Business is Professional Regulation Building Codes and Standards Product Approval Application Detail peguld7 1A1W21 Gf2k Li or ails Dom Owe Pandina pfe mm Version Manufacturer Prelitear& ucnsa Vdidosd ay&AbMittod FSC Aparai AJDpmMd Status R.nsion 2020 We,,,. Duaon a d6huch .10-heed Dow Dwayne Komish John F Bcetes Jeffrey P Aral P F 1021,020 (IMS2020 10232020 12/1SPX 20 ADpremd Copaatlon (3301 783-8121 PE-51737 (904) 821 52W Category: Exterior Doom dkomishQ-yne-daaon c Subcategory: Sed-al F.I.I. Dow Attta llas an Compliance Mabpd Evdudlon Report Bom a Ford. Rendered Architect or a LiOMsed riMds P,d.iads l Engineer FLA82d&Nt2a Radah Outlay Aseonce Aaproyed for Us. Amrowdforup Immdt Deal- ba Prodxn r1adNN-NwMaaNth Ffodret Datcfdnflm c[e( IpgDrie I,Hvi Dlailds, li AUJIM m 3 8000AI700/8200 a1105 9&939; Max width 148s39 Mu height. Getting 12212023 No Yea Y. •31,001-35.00 Maable In top dr lntennedide section. 10 80001810CM20001123 168030; Max wldh. 14&339; Mex helyrt. Gluing 12/312023 No Y. Yet +30.001-33.50 &.liable In top wIntermediate sedlon N t0 > N L U W Q O CU W n' w✓ O i O W O Cu U_ O > .� C_n IZ i` v -0 = .- �-4/� VJ Q Q Z Z W J E W Z cn O L O IQ Q U O W U M Q O L W Q z J Z a J SHEET NO. PA 1,0. r III on Paps 1 a 1 Building Codes and Standards 1/MTO71 Building Codes and Standards +aM21 Building Codas and Standards +A/7071 Building Codas and Standards 1,9i/2071 Product Approval Application Detail Product Approval Application Datall Product Approval Application Detail Produ N N s U 2 O a O i C .� V C N O O W C O l.L -N -0 CUc O O C _cD L C C ''6^^ Q .= VJ Q ■ O U O O Lr Q U O Lr V 0) U W Z Z Q J SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Papa+ d 1 Florida Department of Business 6 Professional Regulation Pap.! dz Florida Department Of Business & Professional Regulation Po9.7 .11 Florida Department of Business & Professional Regulati cCU AMWMLLUMM t Approval Application Approved Revision 2D70 cum" oiWtlm d AADG. tnc Tam RNI UL LLC Tr & AtlkmWan 2020 PGT Industries Jens RaUlwskl Aeem4Der BCCO - CER Mists-Dfr Bf:CA VAL 11A6/2020 11AS/2020 71l/72020 Approved ReWflon 2020 MI Windavf end Ooaf Brant BNMpor Ameri GamAccorgivid e, Portland Goa � 1L11Wcak ➢at lies Qatth�a GaR SBru Entity or 7724224 auDCrapory: eYbnp cheQ0lrcxsQlemefheml 7ubCr.pory: 3alYs nmampfon�alslr.Cdn eufrGlpory: A•phW BNnyas mtllNQptl.cwn auDCr•�ry mi ID.Illdli gJ�,j�Jj Blip �[( �,� Radlcl WMI- NUMr or NUM Description „ga( IpjJlpjj GlaafitlflQti Bttltlagt prc.rga Radutl YMr, Number or NUM Epp Ia10C1i $�o ENW[L � Rpdrd Nodal. Numhr or NxmProduct Description In HVHZ outside co FPLfftgMM CD Apargrimpol for RMIMXANWLIM lontle Replrered Mcnllect«e Limited Floods Prdaaaianxl Engineer NIA CIO PlCn _tf _I1._j ate Mrel Camectw Plefe 12ISt2R11 Yes Y. U) CC Florida Department of Business 8 Professional Regulation Peps felt It II.... II 1 I 11 111111 - 1I1 ON111'_"'II O Cn N U O CL • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12rW2020 • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 • ®Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 W Q O ®For direct links to ell SST approvals fisted below, CLICK HERE. ® For drect links to all SST approvals listed below, CLICK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. For direct links to all SST approvals fisted below, CLICK HERE. N ^^O f..L For additional information regarding Florida's Statewide Product Approval System and Miami-Dade County Not" of Acceptance OA), CKHERE CLI (N • For additional information regarding Florida's Statewide Product Approval System and Wand -Dade County NoticeProduct e of Acceptance (NOA), CLICK HERE For additional Information regarding Florida's Statewide roval System and Miami-DadeCounty CntyNotice App of Acceptance INCA), CLICK HERE • For addtonal Information regarding Florida's Statewide Product Approval System and Miami -Dade County Nike of Acceptance INCA), QLICK HERO FL#2355-R7 FL#10446-RB FL910436-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8" to 3- = -cu N 9/16" and heights ranging from 4-5/16" to 11". Concealed flange � � SSw # Product Model. Number or Name Product Desorption , W Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or O _-0 O 1 Tian Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 3-9/15". L O L O Q% 2 APA21, APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMI CMSTCI6 Coiled Straps 12 US series hangers Face -mount hangers available in widths ranging from 1-718" to 3 Q. � _ 7? 3 AP844, APB44R, APVB86, APB86R, APB88, APB86R, APB1010. APB1010R, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9-1/4" to 16" O _ FL#8588-RB APVB44R, APVB86, APVB86R, APV888, APVB88R, APV61010, APVB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25•SDS, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers (6 O :, - 4 APDJT2-4, APDJT2R-4, APDJT2.8, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-8, Outdoor Accents Deck Joist Ties 5 CTS218 CompressionlTension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers W (� $ Prod Product Model. Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC21 OZ Face -mount hangers E a^)♦ Q 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H18, H16S, H18.2, 1­116-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9/18" to 4- (D L �- 2 SD9112, SD9212, SD10112, SD10212 Strong -Drive SD Connector Screw 8 APL4, APL8, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HIHGT-4 Heavy GirderTiedowi 5/8" and heights ranging from 3" to 10-15/16'. (n O 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH21OR Outdoor Aticents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SIDS, MGU5.25-SDS, MGU5.50•SDS, MGU5.82•SOS, MGU7.O0•SOS Face -mount hangers CD /-/� 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong-DrNe SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-SDS1.5, HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116"' to 5- V) Q SDCF221134. SDCF221334, SDCF271958. SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HSTS, HSTS Straight Straps 1/8" and heights ranging from 6-15/16" to 19-1/2". 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJI CJT5Z, CJT6Z Concealed Joist Ties 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQl6KTZ, HTSQ20KTZ Heavy Twist Strap 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614. SDHR31400, SDHR31614 Strong-DrNe SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/18" to 3-9/18" and heights ranging from 3.1/1 &'to 13-3/4". 7 SDS25112, SDS25134, SDS25?0O SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, L STAl2, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS25600, SDS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS253OOSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB4O Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1.9116" to 9 SDWF2718, SDWF2720, SDWF2724, SDWF2720, SDWF2730 Strong -Drive SDWF Floor•tu-Fluor Screw 16 H2A, H2.5T, H8, H10A-2, H103, H14, HGA10 Hurricane Ties 18 LTS12, LTSle, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2-5/8" to 11-1/4". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, MST37, MST48, MST60, MST72 Straight Straps FFL#10007-RO 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSI MSTA38, MSTA49 Straight Straps FL910667-R6 20 1-30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC86, MSTC78 Straight Straps $$off Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48133, MSTC66B3 Pre -Bent Straps AS" Product Model. Number or Name Product Descriollon 1 ATR3/8, ATR1/2, ATR5/8, ATR3/4 Threaded Rods 22 LS3O, LS50, LS70, LS90 Skewable Angles 24 MSTI26, MST136, MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 2 ATUD5, ATUD6-2, ATUD9, ATUD9.2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MI MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-1/8" to 30". 3 4 SP3/8-2, BP112, OP112.3, BPS/8-2, BP5/8-3, BP3/4, BP3/4.3, BPRTUD3-4 CNW3/8, CNW1/2, CNW5/8, CNW3/Q CNW5/8.1/2, CNW3/4-5/8 Bearing Plates Coupler Nuts 24 25 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ21ORZ LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Jack Hanger Field Adjustable Slopeable/Skewable Hanger 28 27 NCA200.12, NCA202-12, NCA20-16, NCA2x1O-15, NCA2x12-16 RCWB12, RCWB14 Bridging Wall Bracing 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 118" and heights ranging from 9.114" to 24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88 CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2'to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML28Z, ML28Z, ML21OZ Angles 29 RSP4 Stud t4 Plate Connector 618" and heights ranging from 7-1/4" to 24". 8 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, SP8, BPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B, RTUD5, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8 Heavy Stud Plate TO 518" and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLJ28, MMLU26-2, MMLU28, MMLU28-2 MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 519, ST12, ST18, ST22, ST292, ST2122, Si-2115, Sf 2215, S16215. S t 6224, ST6236 Straight Straps 7/8" and heights ranging from 11" to 32-1/7'. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST3 Roof Tie -Down 34 TB20, T827, T830, TB36, T842, T848, TB54, TB56, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TW814 Wall Bracing 114" and heights ranging from 11-1/4" to 32'. 12 URS5 5/8" Uplift Rod Run Tedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pilch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-1/4" to 6-7/8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 T russ Jack Clips 37 WB106, W8105C, WB116, W8126C, W8143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from I I" to 32", FL#10441-116 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- FL#t10447-R5 1/2" and heights ranging from 6" to 30". sea # Product Modal. Number or Name Product Description gee # Product Model. Number or Name Product Descrlotlon 10 HGLS series hangers Saddle hangers available in widths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Descdgtlon 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDOB, HHDQ11, HH0Q14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DSC5R-SDS3, DSC5L-SDS3 Drag Strut Connectors avail ble in widths ranging from I.9/16" to 3-9116" and heights 7/8" and heights ranging from 7-1/Z'to 32'. 4 HDU2, HDU4, HDU5, HD08, Hnt Ill, HOU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23-15/18". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3.63-SDS, HGU5.25-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33". 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRC5 25/3.25, HHRC5.37/3 12, Heavy Hip to Ridge Connectors SIDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/16" to 3- 7 MASA, MASAP Foundation anchcx strap HHRC86 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9/18" and heights ranging from 18" to 26". 8 MPAI32, MPA144 Strap -style purlin anchor 6 HRC7.81 HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-5/16" to 12-7/8". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1 /8" to 9 PA18, PA23, PA28, PA35, PA51, PA88 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.82-SDS, HHGU7.00-SDS, HHGU7.25SDS, Face -mount hangers 3-9/16' and heights ranging from 5-3/8" to 13-1/8". 10 PAI18, PA123, PAI28, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 11 STHD10, STHD1 ORJ Strap -style hold-down 9 TBE4, TBE8 Truss Bearing Enhancer 6 HHUS2e-2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50/10, Face -mount hangers 1/2" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14, STHDl4RJ Strap -style hold-down 10 TC24, TC26, TC28 Truss Clip HHUS7.25/10 version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/18". THAC422, THA426, THA422.2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 12 Ti iAI1.81/22, THAl2.06/22, THAl2.1/22, THA1222, THA1322, T1 iA13522, TI IA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5-3/8" to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 32". 15 THJM2-4-SDS3, THJM2.5SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" to 3- 16 TSBR2.24 Truss Spacer -Restraint 1/2' and heights ranging from 2-7/8" to 19-14'. Concealed flange 518" and heights ranging from 9-118" to 16". 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9/16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16". ranging from 5-318" to 7-1/4". 10 HUCQ1.81/9-SDS, HUCQ1.81/11-SDS, HUCQ210-2SDS, HUCQ210.3-SDS, HUOQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1.9/16" and heights SDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25/9SDS, HUCO5.25/11-SDS, HUCQ610- ranging from 9-3/16" to 13.1/8" SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 127302020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 ®For direct Inks to all SST approvals listed below, CLICK HERE. C= For direct links to all 88T approvals listed below, CLICK HERE. For direct finks to all SST approvals listed below. CLICK HERE. C= For direct links to all SST approvals listed below. CLICK HERE. r_L For additional information regarding Florida's Statewide Product Approval System and Miaml•Dade County Notice of Acceptance (NOA), CLICK HERE • For additional informalon regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance INCA), CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance (NOA). CLICK HERE • For additional Information regarding Florida's Statewide Product Approval System and Miami -Dade Counl Notice of Acceptance (NOA), W PERT. O 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S/LBV1.56, SILBV1.81, S/LBV2.06, S/LBV2.37, S7LBV2.56, S(LBV2.68, S/LBV3.12 Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15.1/8". S/LBV3.56, S/LBV3.62, S/LBV4.06, S/LBV4.12, S/LBV4.28, S/LBV4.75, S/LBV5.50 6 Strong -Bolt 2 (STB2, STB2-4SS, STB2-8SS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights fit" Product Model. Number or Name Product Description 19 S`LTT20, SIOTT2Z, S/HTT14, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3/16" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMST72 Straps 118 mil (10 ga) 7 Tien HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry CZ 23 LEG3, LEGS, LEG7 series hangers Tap flange hangers available in widths ranging from 3-1/4" to 8- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4, SP6 Stud Plata Ties available with hex head In carbon steel and Types 304 and 318 7/8" and heights ranging from 9" to 33-112" 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310 SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5.1/4" to 6• 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/2". 5 THGQ2-SDS3, THGQ3-SOS4.5, THGQH2-SDS3, THGQH3-SDS4,5, THGQH4•SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tien HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete - 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW43, I HGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Trim HD Threaded Rod Hanger (I HDB25158RH, THD837158RH, i HD31212RH, Titen HD Threaded Rod Hanger for concrete - 1/8" and heights ranging from 9-1/4" to 24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9118" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3-3/8" to 7-118". FL#11473-115 FL#13904-RS 27 RR Ridge railer connector 28 WP series hangers Top flange hangersangersavailable in widths ranging from 1.9/18" to 7- Sep # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4 62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.62-SDSG, CCTQM5,50SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, 12" Product Model. Number or Name Product Description 3 H16, H1t1S, H16-2, H16-2S Hurricane TieAcrylic CCCQM5.SO.SDSG 1 AT-XP AT-XP High -Strength Ac lic Adhesive for concrete or masonry FL#10880-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQNB 62G-KT, ECCLOM4.62G•KT, ECCI QM5 5OG-KT, F(:CLLQMD3 62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT. ECCLLQMDS.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sea # Protluct Model. Number or Name Product Description 6 HGAM10. HM9 Masonry retrofit connectors KT, ECCLRQMD5.5OG-KT 4 Stron g•Bott 2 (STB2) Strong -Bolt 2 Wedge Anchor for masonry 1 ABA44, ABA44R, ABA4e, ABA46R, ABA68, ABABBR Adjustable Post Base 7 HHETAIB, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.OQ HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Tien 2 (TTN2) Tien 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU48, ABU46R, ABU5-5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 Girder Tiedown 4 LGUM26-2, LGUM26-3, LGUM26-4, LGJM28.2, LGUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 8 Titen HD (THD-H4SS, THD-HBSS, THD-CS6SS) Titan HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM2104, LGUM46, LGLI LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW68RZ, ABW7-7 Adjustable Post Base 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 5 MSHA3.12/9.25, MBHA3.12/11.25, MBHA3.561725, MBHA3.56/9.25, MBHA3.58/11.25, Masonry Top Flange Beam Hangers countersunk head. 4 AC4, AC4R, ACE4, ACO, ACBR, ACE6 Post Cap 11 MSTAM24, MSTAM38. MSTCM40, MSTCM80 Strap Tie for Masonry MSHA3.58/11.88, MBHA3.56/14, M13HA3.56/16, MBHA3.56/18, MBHA5.50/7.25, 7 Titen Turbo (TNT) Tien Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6. BC6R, BC8, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSIi HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50/11.88, MBHA5.50/14, MBHA5.50/16, 6 CB44, CW, C848, CB66, CB68 Embedded Column Base MBHA5.50/18 O 7 CBS444-SD52, CBSQ46-SDS2, CBSQ66-SDS2. CBSQ86-SDS2, CBSQ88-SDS2 Embedded Column Base 6 MBHU3.5619.25, MSHU3.56/11.25, MBHU3.56/11.88, MBHU3.56/14, MBHU3.56/16, MBHU3.58/18, NBHU5.60/11.88, MSHU5.50/14, Masonry Beam Hangers FII693]-R3 8 CC, ECC. ECCU Series Bolted column caps with W1 ranging from 3-1/4" to 9-1/2" and FL#11496-R5 MBHU5.50/9.25, MBHU5.50/11.25, W2 ranging from 3-58" to 7-1/7' MBHU5.50/le, MBHU5.50/18 Sea 9 Product Model. Number or Name Product Description 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series Screwed column caps with W1 ranging from 3-114" to 9.1/7' and $ Product Model. Number or Name Product Description 1 X3481016-5K X1 S1016, X1 B1016.4K, XQ1S1O16, XQ1 B1016-4K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 `^ W2 ranging from 3-5/8" to 7-1/2" 1 DTT1Z Deck Tension Tie Drill Point v 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12, 1­010 Boiled Holdowns F11-013975-RB 2 XLQ114T1224, XLQl l4B1224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44, EPB46, EPS66 Embedded Post Base 3 HD3B, HD5B, HD7B, HD9B Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head /R 12 EPS4Z Embedded Post Base 4 HTT4, HI HTT5.3/4 Tension Ties $ea # Product Model. Number or Name Product Description 3 XMQ114SI224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, 13 LCB44, LCB65 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SDW22638, Strong -Drive SDW EWP•PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW22634 4 XQ114SI224, XQ1I4B1224-2.51<, XI14SI224. XQ112S1224, X0112131224 2K 012-24 Strong -Drive X Metal Self Drilling, Tapping Screws with #5 O 15 MPB44Z, MPB66Z, MPB88Z Moment Post Base 2 SDWC15450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point L 16 PB44, PB44R, PB46, PB66, P866R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH19600DB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016, XU3481016.5K #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with Q, 17 P8544A, PBS46, PBS66 Embedded Poet Base 4 SDWH27400G, SDWH27600G, SOWH27800G, SOW112110006, SDWH27120OG Strong -Drive SUWH TIMBER -HEX HUG Screw #1 Drill Point ^ 18 P8V6, PBV1O Round Post Base Sea # Product Model. Number or Name Product Description Bolts 5 6 SDWS16212, SOWS16300, SDWS16312, SDWSl8400 SDWS19800, SDWS19712, SDWS22400,SDWS22500,SDWS22512, SDWS22600, Strong -Drive SOWS FRAMING Screw Sttong•Drive SDWS TIMBER Screw (Interior Grade) CIO �i• 19 PC44-16, PC46-16, PC48-16, PC64.16, PC66.16, EPC44-16, EPC46-16, EPC48-16, Post Cap 1 SB5/8x24, SB7/8x24, SBlx30 SB Anchor EPC64-16, EPC66-16 2 SSTB16, SSTB20, SSTB24, SSTB28, SSTB34, SSTB36, SST816L, SSTB2OL, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDWS221000, SDWS221100, SDWS221200, SDWS221500 FL#35320-RO 20 PC4Z, PC4RZ, PC6Z, PC6RZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPC6Z, EPC6RZ. EPCBZ Post Cap SSTS28L 7 SDWS22300DB, SOWS22400DB, SDWS22500DB, SDWS22600DB, SDWS226OODB, Strong -Drive SDWS TIMBER Screw (Exterlor Grade) �•! EPCBRZ SDWS221 OOODB Sea # Product Model. Number or Name DSSCB43.5, DSSCB48, DSSCB48, DSHS Product Description Bypass Framing Drift Strut Connector 21 PPB44-4Z, PPB44-6Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS273OOSS, SOWS2740OSS, SDWS27500SS, SDWS2760OSS, SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Flexed -Clip Connector SDWS271000SS, SDWS27120GSS 3 FPHSD34S1016, FPHSD34B1016, FPHSD34B1016-5K, FPHSD34S1214, #10-16 and #12-14 Strong-DrNe FPHSD Framing-to-CFS Self- 2:% O Saa # Product Modal. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE•TO-RIM Screw FPHSD34B1214. FPHSD34B1214-5K Drilling, Tapping Screws L_ FL#10866-R5 1 CMST12, CMST14, CMSTCI6, CS14, CS16. CS18, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2.25, SFC4,25, SFC8.25 Steel Framing Connector 2 HRS6, HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25, SSC6.25, MSSC225, MSSC4.25, MSSC8.25, Steel Stud Connectors $ec # Product Model. Number or Name Product Description M5TI4$ MSTI80, MSTI72, SIMST27, S/MST37, S/MST48 MSSC4.25KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 RCKW3, RCKW5 5, RCKW7 5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector iA 3 GH46-6, GH48-8, GH48-6, GH48-8 GH410-6, GH410-8, GH66-6, GH66.8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) 12" Product Model. Number or Name Product Description 8 SCS32-5/97, SCS62.5/97, SCS62-5/118, SCS82-51118 Bypass Framing Connector ICU 8, GH610-6, GH610.8 6 LSUBH3.25, SUBH3.25, MSUBH3.25 Bridging Connector Lateral Tie Plate 1 2 AS 18, AS 18S5, AS 1830 AS 20HS 18 ga. Truss Plates 20 go High Strength Truss Plate 9 10 SCW3.25, SCW5.5 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 Head -of -Wall Slide -Clip Connector Steel Joist Connectors ca 4 GLB5A, GLB5B, GLB5C, GL85D, GLB7A, GLB78, GL87C, GLB70 Glulam Bearing Plate 7 LTP5 5 GLBT512, GBLT612, GLST518, GBLT616, GLBT520, GBLT620 Glulam Bearing Plate 8 LTSl2, LTSl6, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide•Ciip Strut Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Gkiiam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12. ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heevy GirderTiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws W 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQ1 S1016, X01 B1016-4K, X01 S1214, XQ1B1214-3.5K, XQ78S1224. X078BI224-3K, #10-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling, M 9 URFP Universal Retrofit Foundation Plate 12 SIB1.56, S(81.81, S/B2.06, S/82.37, S/B2.56, 9182.68, SfB3.12, S/B3.56, S/83,62, S/B4.06, Top Flange Joist Hangers F11.015730-114 XQ114S1224, XQ114B1224.2.5IK X0112S1224, XQ11281224-2K, X34131018-5K, Tapping Screws Q S.B4.12, S/B4.28, S/B4.75, S/85.50 XlS1018 X1B1018-4K, X131214, Xl B1214-3.5K Z 13 SIBA2.12f8, VBA2.12110, SIDA2.12/12, S/BA2.12/14, S/BA4.18/8, S/BA4.18/10, Top Flange Joist Hangers SSgg 0 Product Model. Number or Name Product Description SBA4.18112, S/BA4.18114 1 ET -HP Adhesive Anchor for concrete Z 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 S/HD8S, S/HD8B, S/HD1OS, S/HD10B, S1HD15S, SMD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies J 16 S/HDU4, S/HDU8, S/HDU9, S)HDUl1 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 a 17 SIJCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 lie r