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HomeMy WebLinkAbout3092 Lytton Hall DrIti r�Ar�PR 0 , �6�; ZOZp ALL tar j MLl 0 ��n WItj4 PREVAILING PLAN , HIL COI', 8 L II @I III �INQ 0 , IVY{� NATI.ANAL kiff,oIj AND THE P `aNILLS QRDINANO ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or 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 REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower GIR 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) GOFF 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 KNWALL 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 w/ 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 WDWHDRorWDW. 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 facture) 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 1.00 12-08-15 2.00 01-04-18 3.00 NEW BASE PLAN FRAME -WALK REVISIONS 2017 FBC UPDATES �I INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 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. L= 1E ISI ISI 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. Yt I `,,,��901U11!111il Z _J YS �� • - 4 . 0 CL w .n F V, — m f e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W l~ W Q Q N O titpp N 4k co:) O O m n cp LL U_ at M LLN UL L LL ". ". a >Cii 3 nW.wwa aitx Zcram o w Imo_ i�moa Wio o � �O m g co W 2E°'rn Z N o IL Coco ¢ O = _ NaM¢ 0�d U t- J Z FIE] ❑❑ W (0 z 1111111111111L�m z o J M d N _ M z L LU Y � o 0 N c_ E �tn o � � U m m r— oc 8 ® w V... _ (D _. U y • o c �w Z m o3 � =o 00 o zZN o E E U ca �� oa 2O 0U N 4o Qom wW W2 rp N <z O Z J m �� Q W 2m Cn o¢� LL Jo U W CL N � o ¢W N � Lm C z¢ a OUP >M J � rn m n, W m c9 .> C.0 O > L_ C:) 0 = Q0 co O 0 T V / 00 . � N r O I Cfl rn I., O N r r o 0 ai M 1 M c\ 0 Z z E f6 a E a w U a o c JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. C S r A. 58'-0" T T A TYP @ 2 STORY H. B. I 25-SH CACPAD AC PAD 10 1026'-32„ 11Li za - n - - z4 _ _ _ _ _OPT. REF.1246� _i„ -16" 5-SH DEEP'910 w 12'-44' B FA ILY RM I I 5- co T A H 16" DEEP ;- r ^ IW FLEX I z 8'-8" FLAT CLG. U3 CARPET N I i I o N - I�+ -- 1 r I II D.W. I III M 9 ■ 8' 8" FLAT CLG. ICARPET rTN I NI III I i - -- - I ( I 1 r J 00 S6 O 60 f I CAFE `D 8'-8" FLAT CLG. CARPET ~ I 0 I0 Ir I u_ ..... I 0 °' i ' HU i R/A NOTE: FINISHED WALLS I TO BE FLUSH. VERIFY IN I 1 - FIELD. 40 0 TYP @ 2 STORY IL HDR AT 7'-4" I o o O0 1 E � 16'-42 (3) 2X4 #2 SPF W/ o0 (3)16d TOENAILS @ BASE 4'-0„ 5,_8" 01 z� I LOW WALL OR SPINDLES PER SPEC. l 3,-4„ 3'-112 18'-9" I i 3068 I 1 2'-0„ 01, iv 8'-8" FLAT CLG. ENTRY - O 0 T O �' PATIO - I O I I I I - 00 I FOYER _A TILE 2868 28681 ., D2 8' 0" F T LG. - OP W (o WIDE I _ _ 16� 16-- ---- 14 ---- 1 13 _ 12 --- - o o r ~ 0 3 � � N rn S3 NOTE' FINISHED WALLS TO BE FLUSH. �VERI-FYIN FIELD. H I I 0 I LL S3 EDGE OF SLAB 2" BEYOND WALL Q - - S 5 - - O N ■ g 7- - - - - I I I I I I I 8- - - - - 9----- 111 10 HANSON BOX „ @ 36 A.F.F. DRYER VENT THRU WALL 10 r J S6 TYP @ 2 STORY 9 OWNER'S SUITE 8'-8" LAT CLG. C RPET N I O 14'-9" 103'-4' iv 8, 8„ T T x I OLOI M. D T L y I i +42"SLOPING HALF WALL K 2 CAR GARAGE S3 8'-8" FLAT CLG. N �' 21'-42' I I I I 1 I 0o I I I O 0 I Cr I > I 1 0 I cxo I I I I I I 11 I I I I 1 I I I I I I I I 1 I I l lw I I> I Im 1 I I I� i 10 I 10 0 N v it 5 SH 16" DEEP F168 BA. �J 33 37� R&S -)�-- TOENAILS @ G I BASE S3 ( 2668 1 7'-7" I r 9'- " F T LIG ILE 3'-4' 5'-0" d ■ w I �,� W ML---------- I 1 28 8 TB FIBERGLASS SURROUND 0 36" X 60" SHOWER 0 I W. I. C. I I 8'-8" FLAT CLG. I I CARPET I R&S 2' 6„ 0 BUILDER TO PROVIDE io APPLIANCE PROTECTION N WHEN REQ IRED PER FBC I I I I K 1 S4 I L--_.------- I I I I I I 'Joi Iw 1 J i l I I I O N 1C. I'll T 07 CID HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38g 184X37iq S.H. 14 20X50j 184X50 S.H, 15 20 X 63 18 J X 62 -1 S.H. 16 20X72 18jX71 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. i H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 1 H5 27 4 X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 � 36 4 X 37 3/4 S.H. 24 37 � X 50 � 36 � X 50 S.H. 25 37 j X 63 36 4 X 621/2 S.H. 26 37jX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 4 X 37 J S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 � X 62 4 S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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. Door between garage and residence shall be equipped with solid 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 class duct board, or other approved material and shall have no 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 from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. 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, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GC� SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING H B ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND A J TYP @ 2 REQUIRES NO UPLIFT CONNECTORS TO FLOOR S3 S6 STORY SYSTEM 56-0" " '-o" AREA TABULATION "All" 56'-68'-0" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE FIRST FLOOR PLAN Al SCALE: %4"=1 r-0" EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED i r N\\t`004444iiitlP/�j�f� •: _p rJ U ® LQ FES To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IW- 98 8 Co00 00 N c0 N N V O O M N N a) N 4t � J _j W LL u_ M fG N 14 (�yM3 41 W , �jW d Wa W O 13Z 0WPo¢¢ otnm ccoamo 0, m 0 Q m W IL m o 0 ,aoo= ji Z N Q co z Q_Q a OLL U H g Z � U ❑01�❑ W z N o 'o o vz v Q M d N WLn4. � o +}-'Jl t V _ W O a a O N - T w F � � a NO U `O u, 2 8 0 = t d U 5 c ul Q a o • �0 4m r__ O CO M op z w z wo,o �LL o oI- C o E K U U z N L �o �� C ❑ U y m o oz Z Jm Q W w�z Q. o LL o U a NW W Uo �k c �o }_ o v w` o.Q o °3 O J > M L N o> m ^� W � /`J - rO W O �1 0 (v LL F_00 50 � ca 2 J = N (.0o � r ai 0 CM r o N CV z z c E O cc c a 0 'a p JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 1.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I ( I I I I I I I I o I I I I I 1 I I I I I I I I I I I r" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP @ 2 STORY H2 D2 3 J 3 O D2 S6 D2 25- H BE I ROOM 5 I 8' " FLAT CLG. CARPET CaI Cd Ii 00 50I jU*) W X:22 I I I LO w L I N O D1 I I I CD H1 D2 T 13'-2' 2-8" 13'-8" - I rIN 00 LOFT C 8'-0" FLAT CLGr N M CARPET 1 4'-0" T-4" 5'-10" T-10" 12'-0" A.,1 I C7 C7 1- I I I a, � Op I 4 H1 I� +42" HALF I I I D2 _ WALL0.1- -IN I O I 2 � Lr I\ N I I1Li TH I� /I � I 16 - - . G. uj D2 �--- I FL T Xj� � 8/ I I I N BED OOM 4 5 -_ ° 1 15- � -- I MIS 8'-0" FLAT CLG. J 6 co I 4- o -- ( P CARPET S6 7 -- - I I3 0 I ( I TYP @2 8- - - - 1 12- - - - - tic O 2668 N STORY s6 --- - 10 --- EllTI W.I.C. FIB 'RGLASS 8'-0" FLAT CLG.Ic TYP @ 2 '� SUR OUND • `�6S, L--CARPET STORY co o---------- I -� �m R&S BEDROI M 2m 268B.F. N B IDROOM 3 D1 8'-0" FLAT CARPET CLG. LINEN 8'-0" FLAT CLG. CARPET H1 D2 4 SH 12" DEEP O I U W _ T L6 N 12'-4" 2,- I. 2, 12'-0" w O iV I co Cd I a1 05 U)I tbN 00 I oLO(o H 1 6 D2 I LO 1 I I I to I EG ESS 25 SH J O S6 \'--Q \-- TYP @ TYP @ 2 STORY D2 _@CORNERS U.N.O. n HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) 2X12 #2 SYP W/ 112" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. 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 140171 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8"-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20X38j 18JX37j S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. iH6 27JX72 26X711/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 J X 37 3/4 S.H. 24 37 J X 50 j 36 j X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 j 52 J X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 J X 711 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - Al SCALE: %4'=1'-0" 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. Door between garage and residence shall be equipped with solid 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 have no 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 from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bid. or equivalent applied to the interior side of exterior walls that are within this area. 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, Section R4501,17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated 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 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 O +26.6 / -28.0 O +26.6 / -32.2 GC� SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND ■111��111111111� ' • - 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 "Al "I 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED OWN S ., ... 4.4 w yl�tl 4 0 1FE � �0RI ej® ��� To the best of the Engineer's knowledge, Information and belief, 9 9, n , the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U-w Lo LLN co N3 0 m0)u) Z � LLa aN `LwnL� N w 0'3 ir�aa�8 .. WEcP (D0 0'mgQ m �¢ao 'j LL O) 9 N O 2' p to 2Q N Q M Z U O J cG Z U ❑❑❑❑ W CO pco z N co _ z M d N to M 0 z o _ W p U � 0 V) t!1 W F � E � ® � o U f° '- o $ i i z� zW� U < o �1 ti c �W M M o ZZ CL _� zo _® cog O E a= ua &Z N ao O ww KJ yam... Ownn o mZ�Nx Jnra�o mUz2 O � U one LU Q U4k O�aw O LL - � o Jz wa to im a CO ZG OU3 > ('7 cu O Q C o o O mCU F_ O O N O r Coo= tD rn r r M CD MT__ c Z Z E O vi N cu n. E U :3 Q p .9 JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 1.1 '-\ F � SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 0 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 1 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX, FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH GC 6C O 50 O MIRROR E== o / / /IL / J_\ / / BATH 2 MIRROR O n O 50 — / / o 0 — / OWNER'S BATH A KITCHEN KITCHEN KITCHEN ISLAND INTERIOR ELEVATIONS STAIR CALCUTIONS: TOTAL RISE = W-0 3/4" (16) RISERS AT 7 9116" 10" TREADS wl 1"NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading — edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: \ The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the J vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. L— Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the L— foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. 2x8 #2 SYP JOISTS @ LAN"G L-- Nosings: @ 16" O.C. w/ SIMPSON A35 CLR The radius of curvature at the nosing shall be not greater than 9116 inch. A nosing projection not less than 3/4 OR LUS26 HANGER TO LEDGER. L_ " PLYWOOD @ inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing the by than 318 inch between two including projection shall not exceed smallest nosing projection more stories, U LANDING the nosing at the level of floors and landings. Beveling of nosings shall not exceed 112 inch. Z¢ 2x12 HDR. w/ (3) 2x STUDS AT Handrails: QEA. END FOR BEARING M�v Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more U STANDARD (3) 2X12 %b risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of r ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be STRINGERS W/ SIMPSON A35 continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly w_ CLIP TO FLOOR SYSTEM 50 above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety 2x8 LEDGER #2 SYP w/ terminals. Handrails adjacent to a wall shall have a space of not less than 1112 inches between the wall and the 1x RISERS (TYP.) (3) 16d NAILS TO STUD handrails. F @ 16" O.C. Grip -size: CONT. Handrails with a circular cross section shall have an outside diameter of not less than 1114 inches and not greater HANDRAILS than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: in Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" a- f " E / "• rLN e a✓� •e i •"••••.• mom • .•e•• �a adA P o S, i1Z P S i•F.r "`'"¢�°�fPfd�liElt4l4t�' ®, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F It E w c 8lmm a O O O J J L d d a LL Lu , N � aimii ° a�O Z Z (n m 0 0 9 & �a3o moo °ti`O ag¢o W ILW LL E of o a= a) .� N O K p Cn 2 aZ NQcoZ U 0 Z U ❑❑❑❑ W U Z N O O O M Z ~ z� O C� N NZ _ M .a ° ''nn C -J � V Vi C L.0 Oa Q Q•O tn N w � o 0 tlOG ® 0 U w r— la E o � U H 41d Q � Y m 14 w M Cl) Cl) z� o Z U iz E 8 �' z ® oa CO V g° UO &¢ �U °o< O N ¢z o w° ¢ Wz W, -.0-� L o .0 m 0 O� w Z t%) J wm ¢ • < g 2 U) a Cz g Z m -it O �� <� U. �0 �O � I4 a Ui .0 � Z C'7TM J L. TM ^1 W D cD ' ■= M O ■^,: > W co = 00 CN �■' N O o N LO r 0 T z M E Q � N Z c m a E U � Q a JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 2.0 N _ _ ,: 11 . Y. 1, L I I ..;. d! :: I :. p.l. 11e.IL,Itl161�..YI.:YIII.YYIY.l1.l�iW!l1 I,Y .#IA#I NefLt!-W .IWI lul AIMY �►I+1.1 III ! 1 III Il.0 ul t.l If 1 �I! .NLL I111 ii. ��,Il l_,... _.1�1. _.I,�J�,..��— liilll�fd �Ill�l r i; .� ,�. ��..�,�iLll, �.�!�I:��ilhi6.��LulE.iilt��llrrd�IV�111114JV1�;�iUltJl�11�{��I I ll, W�.�lpl��4 �IIEYIYIIiIuIIV�Y�11111�I�UY1WIYl�lll�4»bll�l ,,��w�>!i� i>,:�YV�I�ilY6l�llll■IFllh�lj��..�.�,.u►,".t;.4V�l�.l.,�ai� a .�.. �il� >,�I �1—Y�u ��u�a���� ��u��.a,���,t�V I t _ a i — r COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUR SPECIFICATIONS 1 --- 1 -0' F— ---- 12 5�� 8'-0" RIDGE VENT F4 / — 1" x 4" SMOOTH 12 TEXTURED I I 5 TRIM / BAND 6" FASCIA l ) (TYP) T.O.P. HDR HGT. 1"x12"SMOOTH lul ICI ICI ICI TEXTURED 25 SH 25 SH 12 TRIM / BAND FLASHING �5 ---------------- �--- /— — — \ 1" X 8" SIMULATED 1E UM 0 WOOD FINISH -------- - ------ -] -1 F5 2nd FIN. FLF �Ij GHDR HGT. DECO COVBEL TEXTURED CEMENTICIOUS 25 SH FINISH ON C.M.U. F.FL. 1 �loo r e0 b0 1 00 FRONT ELEVATION - Al 12' RIDGE VENT HDR HGT. N 2nd FIN. FLR.� T.O.M. _ HDR HGT. ti _ F_F 1'-8" 1 1 GABLE END VENT SCALE: 3/4"=T-0" W 0 LEFT ELEVATION - Al 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 C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 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 FOLLONANG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. i , O .•'�'' i'4p6t(I�t °4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q ECo M U N CID 00 # N O 9 C) CotJ J M N N L0 W ly tt 0 M M .a J# w w 3 �" LLLLaa 0)rNi 4 w vi (L) EL 0 Z Q ) c�v _ � C 9 In m p m oNCO oo W "Z ILW m �oa0 0) N Q C0 Z U 0 J Z °� 000❑ W V M M Z N O co C) Z � z tr /1 Q� CL N M �N 1VJ, T U Vi Y � O N � w o N �. � V U °° d w rn ` E O 8o _ �Q c U) Q � � cfl w o Li- ai E > v E o uj t_ ZsE CU H _ Ro o 00 pU w zN 2�zZ L C/) ZYU m0 Z 7 o � CL S ozFw o N W o °z w ¢� x0 }o � o< ZIQ a o� U �} .y O J >IM L 0 � 2 W .> C0 O �C CIO Q s L ° C:)CL Cfl m `- C It a O) ... J N T 00 = 0LO N .0o N O m w M r) T_ iri N d Z Z E OCIO a v ¢ o � JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 3.1 01 e t•71�r ti Pico 50 1- 1'-2111 4 T.0.P.______ HDR HGT. ------ 1'-011 2nd FIN. FLR. T.O.M. COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS .O.P. 1'-011 2nd FIN. FLR, T.O.M. HDR HGT.--------_—_ 1'-0" F.FL. 12' RIDGE VENT 12 5[:� CJ CJ / WEEP 12 5 EXTENDED OVERHANG TO B CENTERED ON DOOR 25 SH 12 �5 25 SH TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 8'-0" RIDGE VENT 12 — — — — — — — — — — — — — — — — — — — — . A11-llh/�r\/rAIT 4'-0" OFFRIDGE VENT 25 SH 12 �5 12 �5 1'-0" 2'-0" REAR ELEVATION — Al SCALE: 1 /4"=V-0" RIGHT ELEVATION — Al SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) 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) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. I r� l X`�U1{1{I1111JIlllj • •,� T Q- f A\ S E •• �_ = _J Ok UA W U �o � ROFESS`\\ �1�1111111;1t\` � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F 81 � E Q �cpp d N N it Q O !n N J LJL M N ^ # � H J LJL L d a LL Q U (n N M � LLI N tY' � - a s p Z �0=0 t- mg¢� W Z ILW .2E°'O' Woaxgg NQrNiZ U 00 Z g ° c) ❑❑❑❑ M U EXIIIIIIIIII �/1 M - z N o o Z Imams Z V J M d N _ M Z Q) CD L �N f� C CO- LU 0 v1 �U.) W E = N y I— O ® U m d w rn E E 8 g i... U • Q o Its � w M M z g Z g E :? � V w � M0 Za ❑a t'_ MX -E C7 U a� 00 O o� Z N o �o 0 a z r� N M C V m O O0 z � Z y_J' � tp J a"" of Q W. �z o W Q- U ¢a OLL '0 V N W k a o C:) w o � 'mot zl¢ a OU �i �(y)Ca J L m .> O > O O O .� o o O . �. J N T 3: O N CU rn r r ui A:!C)M ` o W CN Z O a 0 � Q p � JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 3.2 i r VARIES 1'-10" 12' CAP x CAP 1„ 2„ 2„ *NOTE: r iv 1" RADIUS—,"A ADIUS N FOAM TO BE USED ONLY WHEN 1/2" RA4��VARDIUS MREQUIRED BY 3 1/2" RADIUS COMMUNITY r�3/4" RADIUS 1-54 A, 0 - SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2BUILTW/STUCCO. 1/2" RADIUSIES EDGE OF 1" OPENING VARIES r 0 22 T VARIES , VARIES M 11i 2 1,_0„ 1„ SIN x 1 1/2" RADIUS r 4„ 4z" 4" x 34 T 2 1/2" RADIUS a _ LO N MIV - MI't -dlv 00 F VARIES 1 " 3 ' 11" 32" CO , 1 r ,,, 1„ 1 3" ° 1 ' n BASE BASE 2 4„ r r 4 p c� ^N 1 �, o 2 *NOTE: VARIES 8" 2" FOAM TO BE USED co 3„ ONLY WHEN REQUIRED BY 1'-6" � COMMUNITY x 1" SPECS. IF NOT, 1" OPENING VARIES 2" v 1" 1'-4" DETAIL TO BE u, BUILT W/ STUCCO. EDGE OF 24 • 3 OPENING �5 1-1 /2" THICK 1-1 /2" THICK To the best of the Engineers knowledge, information and belief, 00 N � the structural plans and specifications contained within these CV _ drawings comply with the 2017 Florida Building Code - y 4 10" "IN Residential 6th Edition. Engineer's signature and seal is only for ry M the structural engineering portions of the drawing pages bearing 10" 6" Engineer's signature and seal. N E Nit rn m m mco `1• W v co CD _ F• a`i Q p O � 8 N # J J 0 LU LL- U- -a a. n' M N r fD CO - � -IN M� � � y M a W W 7 a u. Y fi Z QQ�yz p N c tq O h- / all �mOo 4 6" W co 0�CO <M M M 1„ 2„ 4„ 3" 2, 2„ iv Uj Z m N o o N LN a M Z U° ° d N z ❑❑❑❑ a`> W CD 1-1l2" THICK 32' N M z o 0 Iffm 0 24 rc+i z C> Z o 0 2''4" M J r 5z 1-5 51 4„ o M r _ 5i„ 1,�„ 3„ 4 - Qf ,° N IN I m + N o � 4" 1„ 12 VARIES VARIES 0 LU wra 1a NZD N / 2 N c i� '— m v' (� N �cY LLJ U? - 22„ w m VARIES VARIES 3 �Q o I `t; 0 m N I 4„ 0 vco E 32' Q4i Z ` Z FP- o - = 3 6" 4" KEYSTONE F 11 o x KEYSTONE F11 00 F u o ® u, r--------- _ Oa *- rn wo OPTIONAL OPTIONAL � Eo _ ¢= w� _ 00 j ^i (V CV H l0 x o 0 0 c i Rs" 2 44 S° R41„ - 3 o f a o ,r w= W - o � "= z z ° o „ N n3 w a ' 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4' `�° <� Z2 7,IC o Y o, IfI • INSTALL OVER STONE, TYP. tZ `� 2 NOTE: - m > Z E VARIES o f a w o co o� zo v FIN. TO HAVE TRADITIONAL T ° LL a z LOOK & SMOOTH FINISH � c ' • FOAM/ EPS MATERIAL IS ACCEPTED -v � F -,0 NOTE: �w � NOTE: `r 0. 3 a •FIN. TO HAVE TRADITIONAL LOOK & 1 s 1 1 2'-1" 1 �" 0 SMOOTH FINISH 14 1''sd' ia' 12 i 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54' 3'-8" 7" 4" T-0" 4" CD Y 1 10" 1'-4" 10" b "' •0 / p .2 00N �•� M O LZ m N 1„ N t0 0 oo N ,-- N CV 00 T J O CO rn � � CV �. r M \ o 0 00 0 cca M iii N z Mir E O U 0 o �R c d Q p JOB NO: 20-1132 2 SCALE : AS NOTED SHEET NO. GENERAL NOTES: � M _ • 1.5 LBS DENSITY STYROFOAM F 1 • POLYCOAT (HARD COAT) mIwo • ACRYLIC SAND FINISH b as N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered 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 & 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 code, latest edition, 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 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. 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 soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 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. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for 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 the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY ' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET �j WALL SWITCH THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS e� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ,Ot EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ram_ ELECTRIC PANEL 1111016-1 DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR CG J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lights & outlets 00 AMP 1 #1 200 A2 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER II MAIN �V• 0 2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground INTERSYSTEM BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FOR ALARM SYSTEM ENTRY AS SECS v CRlr T IVIC I Cr, LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" I •„ . ;r-fir=-� 1 iT 0 N 0 CV N CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. JEW � to CD 1- a008 0 O- N co co # Li co:, N a Z N J J 0 y 10� •5LL J W W u._jaa Q , M LL W rn aa�0 Z >mLL -Opo 0 w yo mo0 o�LO o m� ¢_ W ILILW'm 2 E Trn o a Z rn�°N Q co U J aN Q 2 W �' C) z N o z a z o Q M d N M z ?s V7 0 w o o a N o N � � o � � U m W � d ... wi ~ 0 8 i el _ ,U) � c 8 4m o � w MZ o Z � E zo Wo >o <R Q E z Z® oa Co ro XOU 00 _ o E ag pU i z Na � ¢o �� L Cl) CY < Z m o oLL z ZN J m a ° ¢w fz N a 0,2 �° U CJ o ? k o aCIO� }o d oIa Q i; 3 C? >M J iu � ^L1 W 0 .! CO O 00 .-•. > O Q L m r .� J N O N= (0o r T m C Ch r N N 6 Z Z E O m m ig E U i33 C a � ¢ p JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 4.0 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. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp tits #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 7{ WITH CODE APPROVED NEC 14, 250.94 J 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 Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered 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 & devices to be ganged, where possible. 3. Electrical switches to be at42" 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 code, latest edition, 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. I 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 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. I 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate I 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 I 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 I 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 soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning I when the door or window are opened.. 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 I machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the I requirement for 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 the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I I I ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER I WEATHERPROOF DUPLEX OUTLET WP I IGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET I HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET I DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET I WALL SWITCH 3 THREE-WAY SWITCH I & . FOUR-WAY SWITCH $R RHEOSTAT SWITCH j CEILING MOUNTED LIGHT FIXTURE j LED LED CEILING MOUNTED LIGHT FIXTURE I WALL MOUNTED LIGHT FIXTURE I RECESSED LIGHT FIXTURE I I Pc LIGHT FIXTURE WITH PULL CHAIN iN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE I EXHAUST FAN 1 I EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER o_ ELECTRIC PANEL DISCONNECT SWITCH r�ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G ' J OPT. CEILING FAN GID (1) PHONE LINE, (1) DATA PORT I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLANT SCALE: %4'=1'-0" f, rt K #"; k I xr 'v f r 7 '4 it 0 0 N N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal W Q E a CO$ 98 co ouco MN N N u- LL ® N M W N a J UOD w d H � � IL � 0- vi '6 �mLL w = as WY 13Z 13 -00rn Z 0 W mw)0 oonr° W O o o Coc_50 W Earn o a g NQc)ZLL W N O 0 0 z � N ^^N'' M W 2 o -J C/ LL ru LU Y o O— v . o E I {13 Nook ' - � -m W m WIN o g 0 ¢ 8to co w M o z Z o } N c%. o w oa t - U U n N170 a� �o O� ww Y, i M me ao 0�o' m� O z W J ¢ s ! z rq N_ H w 2 Z 5Z a son Von Q y w NH �j O aF a0 GO a M —� ai m nn11 W m 0 .= M X > O Q C o a •L� � n 1 m = r � O *� .r OO J N T— O tV = C.0 rn N ,— T a) ,T � M � ` N o z m z E av E °, a Q JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 4.1 W ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of o f vented INof of ventilation to SQ. IN. of SQ. IN, of Ventilators ventilation soffit ventilation vented' be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 `*NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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 intersections • At Built-in gutters. Attic Ventilation I Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) 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) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 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. i -` ox%Ill III I IIIf/l//fj'� OWN • % A I• Q uw. Ci c.t -� F t-0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer`s signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 01100 F Q oo o O V U (0 � m N N Lo 0009 J J LL LL 0 CO O N 19 -UJ � J u_ L-L N Q V? NM 3 >mu vi j uu uJ aa. W 13z „�� 0owo �29 moo W �E°'O' ` �oa0 Z �Q c_n Z N 60 z Q ° C) J t—IL ❑000 W (D In Z N O � O � N Z O J M d N o �- u- Vi w 0 o o a V) LU r~ o w�a U CO w ` E 0 8 ol... = n _ • Q 0 �m co y w Z LWl zo oo >N ZR si O E U Uj od cu O E O U d p ?p z Z¢ N @ N �o aoo ww nS C/) cY C: U m0 o oLL Z Z CQ J m 7« oW a 20 N a)Z O go mw W U 3 2 Fr 7 } O a" �¢ 3 r �o co �t 5 a OU �C:) > cM J ,> (0 M C:) < C0 Q4 m cc 1 J. V, O O (O T = LO N Cfl 0D f r ui 0 M o M M N Z Z E •+ cu a U � Q 0 _J JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 5.0 a d 2' H.B.T A TYP @ 1 S3 STORY NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING 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 113 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 56'-68'-0" —"— — x— �. w z 1-STORY 2-STORY w 0- ` FOOTING FOOTING 29'-0" " '-O" 21-6" x Z-6" x 1'-01, W/ (3) #5's E.W. J TYP @ 2 S6 STORY In ■............ �.....�...... �.... ----- -I--- �.. �� --------I-- ....... ......... ......... ...... ..............................■ 0 0 HVAC CHASE i --- --� --- -- :: -----------i r ;t BASED ON LOCATION ; • ; I I 3-1/2" MIN 3000 PSI CONC. SLAB FOR- - o_ I HERNANDO COUNTY ONLY ifl c) Cl) HVAC CHASE I I BASED ON 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER �� — -- — — — — r — — — I ; : °'I �? I Cl) N • I LOCATION ■ . I I I D.W. II r 0'-01, I : : ■ I I I - 4'-0" — — — — • CJ — — — — — � I III 1 CJ 1 I 10` _ CJ — — CJ — STEPS AS REQUIRED PER a _ _ _=; _� AHU UP TO ; . FIELD CONDITIONS I I I ■ PROVIDE 1 Y2" RECESS FOR SGD. REFER TO I i II 1 I KITCHEN L - - — _ CHASETO —__ ISLAND , _ _ _ _ _ _ �__— - �, - _' 2NDSTUB FLOOR ; '. FOR A/C ■ , , , , L , , I ; ■ r - — — — I I MASON'S SLOPE FOR 10'-0" ISLAND LOW I WALLS 10'-42' 2'-34" TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLRg,,. : ■ SLCP„� WIDTH 3,� L -3 1/2" bo n L I I 19'-2I SLE OPCO 2- S3 iv ca 00 S3 I 1 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. PROVIDE 32' x 9"�DOOR 2'-6" x Z-6" x 1'-Of- W/ (3) #5's E.W. I RECESS FOR FRT (TYP. OF 2) r O■ e .I. . . . . . . .. . . . . . . .� . . . . . . .� . . . . . — . . . . . .� . . . . . — — © O ft - CJ —CJ r � �; --- -- -----------L � ■ b I T I G I S3 I I (2) #5 REBAR ( co G S3 VERTICALS w/ in FILLED CELL r 13 ( ; 2 STORY INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ • • • • • I+ I 00 (1) #5 REBAR VERT ABOVE SLAB TYP { j OPT. @ ALL PLACES SHOWN HOOKED FTG. I + I W DOWELS 5" EMBED W/ 25" EXT. I f 10 0 : LO o? S3 ABOVE SLAB "GRADE 40 STEEL" Ii N { I c�I . I L I &-31l2" I SLOPE I TYP @ 1 STORY I I M; I} 1 OPT. DI — — — I N I — CJ ° G C14 C I o b� I I "4E� 4'-15-64" 5p - I : r- i K I i 10 r oo I O co I I : 2 STORY 21•_22 15--74' 6'-32'A. [--� O�_011 \� I • ' I I I:• #5 REBAR (2) I o I I { O(!Do VERTICALS w/ in FILLED CELL O. . • ♦ . . • . . ♦ • . ♦ . . . ♦ ♦ ♦ • ♦ • . . . • • • • • • • • • • • GV • • • • • • • • • • • • • • N • • • . . . • • . . . • . ♦ . . . • . . • . . , -, ■ 1 11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ' A TYP @ 1 S3 STORY 1-4, L 6-5�5" L 6-68" WKIN 2'-6" x Z-6" x 1'-0" W/ (3) #5's E.W. 2-STORY J TYP @ 2 H.B. S6 STORY FOUNDATION PLAN SCALE: %4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = T-0" #5 CONTINUOUS REINF. SEE FND. FOR :.; .;: �: �' QUANTITY �;v ; ,',•.' #5 X 25" X 25" CORNER �r , r r-, 4• �', r �; _:' 'r- BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. -., • •. •, r *"Alternate: The reinf. bars shall be cont. around corner by cold • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ; 1 0 w� \\ �`e • • (. • • � (0 fur A J d C•l �. �'•.•�..F C_ a� , e L .•' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 co 8 N pip 'o O N # (0 0 O CJ 0 co J J N M m LL LL 0 Ili 9LL ° LL� a�M W a MC6 z �cii3 aaLY Z a) i �4 m m ° o w z IL LL N Q M z < °F J z °d 1:1OI]13 W Hal z M � � o SO z g o d N E3 N M N z � o � LL 4--J •U Vi Y LU Cl O N w FOft c a NNN U O JA wig= � m a 8 z'.. co J W M o H Z � U_ L.L Q E w o o� r Zs Z® N �o C7 C- U aF p )o O d Z z N �Izu ¢ o ` , c _ c 'o v um m o o� Z� >Z fn (� g g �Z 0_ a zo N W CD N low ih >_ Mj CD co V w� z¢ a 0 E2 >M J L a) m n, W m 0 \ O > t= 0 O r Nr 0LO CV W M o T o z Z :3 E Q y N 2 `m �. E U 0 hi Q p c � JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 6.0 A J S6 TYP @ 2 STORY FT1GE U_LL ILL w ILL x _ —FT8G- ------ 15 — — — — — 14 ---- — — — — — — — — — — — FTF1 : ; : s 6 FTF1 N 5 _ D2 aFTF7 04 'C14 V LL J A S6 TYP @ 2 STORY 0 n D n CO3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C I H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J j.HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 34' STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 12-10d x 1 1/2" 1 HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**), (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING 12 I REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS :. 2x BLOCKING W/(2) -12d :4 NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: %4'=1'-0" V kASE VC-1t, 0 - a •. } ��88ttlitit To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � W Q V E O _ 8 e�p 0 N cp pp pp N# 00090 N M N Nrn CO 0*k ro LL U y Y M /n =LL � U.LL a a a rri M 5 > C LL 52 W , ty LLJ az' a R O C, W Z 000) c 'ECG O I°— O Mm Oo W W IL *@Ors° -rn mo Q�¢o � o a � Z NaMz° ao�zg U H 2 3 Z OU ❑❑❑❑ W _ co 7._ N O Z o d Q d' CL N N m Z c U0 LL W tl Q U ¢_ O Ln U 00 w � *— E O s = U o 0 • Q m sm � o m J w M M O SY Z G J Q O Z U z El y N Z N V 0 00 E_ o< 0z CV L '0 o ¢ o a ¢w m C/) U y 0 Z V7 J �, m a ° Q W z z z az � °fin W = o 0 CO st z, l 0 oo 3 N O J >M L 0) ^1 W .> (D o .-. Q C °� > .L C) a 0 m co o 2 O 00 J p N I (D rn ,— a� E o M C) r Cn N o z E Q mc FL U _j Q p JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 7.0 ,',. _'�1' I . I.;tU :4,Al 'I llY WUili11111Y liMiIb11WY1UAIUtli kdul"1Y_;: .. A11I L1i11JU III -v, J co N 0 a W C W b s CO M O O J M T3N 4 00 co c -°o v CD M 0 J i 0 C i rn 1V- Q N ON a E H E 0 O C N / y N v O C U C11 U N 'o i L y I C O J �i N N N 0 0 a N O N v 0 w 0 m q, 0 X X ¢ Q ` 2 2 y✓jam U U D ,rl, ilk CJ1A EJ2 CJ3A CJ5A 4 S5 EJ2 TYP G CJ5A J5A CJ3A J3A CJ1A J1A �02 A_0TYP. 9 0 0 D X D D > 2 ROOF FRAMINGPLAN SCALE: %4"=V-0" I� UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1$10 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - Sd x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 112" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-112 HTT4 4215 5/8" ANCH. /(18)10d x1-112 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8' ANCH. /(26) 10d x1-1i2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 5/8" ANCH. 3I4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 *" 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1!2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-112" R MTS12 990 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 $60 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET' EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-114" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2 I ,IN a To the bast of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F o � to O 00U C,Cfl m� V N J M N ti N Yk ao <L Li_ uO� 1N .iv M c� '7 � LL LL d d ry � 0 �¢ z li -ocn°' c 0 0 0 � f0 m J O W W � (D Otiffl m C 2EcPrn �t5a0z GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" 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.03-0605.05 and 03-0605.04. 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 G1 .0 Sae vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T , O O O O O O o O 8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 81=16-18/1T 8F441BMT81`401B/1T 8RF40OB/1T 81`321B/1T FORM & GROUT SOLID •: • • b • W #5 BAR CONT. 8F12-1 B/1 T 0 0 V 0 8F20-0B/1T © "V" LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Z) 8F16- B/1T U ¢ ib tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS 1. c precas intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR IN. TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL — ° e O e #5 REBAR AT TOP O G M. U. Lu e° a MIN. (1) REQ'D ° Q 1-112" CLEAR S Q z Y e e G Z GROUT D a U) H m 4 C.M.U. a 5 REBAR AT _ O w — 4 BOTTOM OF ' U)— w O LINTEL CAVITY o W 0 X w —BOTTOM o m Li O v REINFORCING PROVIDED IN < ¢ Ci Z LL w 0 D D — 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL a #5 REBAR AT BOTTC 60 ai � X a �o �, Qo AS INDICATED (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL O -L L 7'-4" LL O MIN. LINTEL PLAN SCALE: YA"=V-0" Y. / / mm ' ..,, ,•� ,:,,r<� Cat f t%&�Efi�+.����� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E = 00 O O m W N J V O co:) M N ti a � LL LL NO J if; W W .EMT LL LL co Q LLI > LL. tl d X Y 0 Z v to Q' a f2 p C N Co O 0 E T c a o Z ILW rn rn <N p p 5� N ¢ M Z OO U O v W(D ❑❑❑❑ o Z 0 m Z o a J M d N (� _ M (O Z c _ u_ wLU y a 0 � a 0 Q) LU l/') � E VN � 2 o r— � m rn w c O 8 I = (5 -01 z m C U) Q a o o J� Z M o3 U_ zo zo E coo z® oa ca ca OU K U 0 OU O OZ O CV a a Z o 0 w Z ¢ (tf C c 300 U m0 O zouc. , Z _ (✓i J Jm Q w 2Z a 3 0M °z 0- ¢ LL zU N W hLL O Z O a = W C' za �3 >M Co ,! CO LJ. M Q � o • O a. m _ ..� o O 0')0 .� 4. J N r N= 0 U') O o r b O M o Z z E 0 E N N m `m c a E U _J Q 0 _J JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. 8.0 I vn -v x J 00 N co M 0 0 J M N Q 00 N c a� i 0 to 0 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 CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 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 WATERS 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, ITEM 6, 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, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR 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, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, 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. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 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 C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5, FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6, SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND2001b 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 FBC 6th ed. (2017), 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 7-10 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 / A6151M-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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1'/2" GROUT FILLED MASONRY: Y4 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185/ A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-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) : 3112" 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.C. 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 C90-0601, 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 Pm =1,500 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 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AREA MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTSARE 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 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN, CAPACITY OF 2000 PSF 4.8.2, ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95%" MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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, be forms. Permanent forms be etc., shall made with permanent metal or plastic must 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 over r and mortar along the foundation perimeter must be removed be�ore exterlorpSol 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 including landscaping irrigation. construction Is complete, and Any solildisturbed 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 licensed by a pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD 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 DISTANCEFROM 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. 09114 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. x �. ' E �•• •w. ��\mac j i' �J •� - . "ate Q F E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W `° oo8 G 99 �g V M (~y CV C In N LL-L. LPL. 1.-a � 0 :� � "I 0 3LL LL LL a t1 iii N tri M W fn c a a W 0 Q Z Q Y Z •� � rn p W F 13 - v @�o rrmgo m0P_ Quo Z ILW C14QMZ VO�� �� Z ❑��� W arm Z N O 0 z z � Q M - N _ M � z ri _ o L LU Y S U a �O c EOft o U m w rn U o to Elk Q 0 t~ N Q o 14 o W co M a z --IZho n dZ® N z �o oa t Q _ X U a8 �p oz O E C:)¢o L z° a ¢ a z ww �� f0 rn c ❑ S m 0 0 Z� z � J �o i7� rz �uwi ai $ z S z a W 00 `mom �O � �t z¢TT°3 a 1 >M L � rn m ^, W m 0 O �^� > m co Cy)00 J N N O C0\)1 = r CU r ui O M 0 ` o m v; N Z Z m E 0 m a U � Q p JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. SIN a CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE LU /+ 15/32" CDX Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 318" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 1+6'�-O" ++ + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3!4" wood panel 1-1 /8" or two 112" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� FILL CELL Cl) w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM I SIMPSON MGT w/ (22)10d NAILS TYP. �GIRDERTRUSS �— CONT. #5 BAR 2X TOP PLATE 518" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2 min. 2" max } gap • � 4 max. 4 Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. Zx4/PlywoodlOSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 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. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 5'-0" a 01 STUB -OUT FOR 1'-0" o 0 0 1 LO GAS METER 0 0 U O F CV O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Qi/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI6&9 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d , 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — 6�� A 1 2' ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE, 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE iy2' 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.)ICI Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• a . • • ° ° FOUNDATION INFO ° ° °' STEM FOUNDATION -dllFiller block. rGRADE •_pr=lntC QCC of AM \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S, SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON JOA° ° (WHEN w/ (18) 10d REQUIRED) NAILS UPLIFT= 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d" ° d �TT �TI— • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION IrPVC OR SCH40 SLEEVE — PLMBINGLINE U d L ° ILO \A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Q °' ° ° a. ° • d ea G -r7 ° SEE FND. PLN. SIZE & REINF. L ` O�������at�aaaa141E 0..i ow ����V 7% E C.\ : CL `.�• .• r'OF:� E SS1Q��`tq` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v C v co S D a o0� V M N N N u_ U. W ch O- y W r LL U_ a a l� ul M W Cry w >.`_ 13 Z C, n m 4 O_ mmOmO 0 W W- ET w J O n g IL'mo�� � Qv IL Z NQMZ °d0L¢ Ut—_52 Z V ❑❑❑❑ W V N O VzM co o 8 z ! z o J M d N M z ° N o C1 T U= Y C6 W g .J o — W V) c o M Z:) o _N C)m 0 e— �° E 2 0 8 I R. x 8 ®® 14 ti a 'D W Mz o z z U E zo >N z® 0- E wo Q� oa U0 9 6 0. o E x o¢ al5 o �� rz O N � Wz o ¢ Wz y L .� o Y �o m 0 o Z J <z fro 93 3 g§ ao CJ• U o a 0< °3: O 12 >M L ai T cc (0 0 > 'L 0 (0 m _ m o .r 00 ._ CA r 00LO O 2 CN Co rn r ai j , co r o M iN Z c E Q m E m C a.pcc � JOB NO : 20-1132 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P.) VARIES INSU 5/8" OR 1/2" HIGH-� 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 INSULATION PER --� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE " 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"0 x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) „ (ALT: 1/2"xl2" TITEN HD @ 24" O.C. ELEV-. 0--0OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.FF. O.C.) 211, 3 1/2" MIN. ELEV. 4-31/2" z A.F.F. g b > Z 4 0 N � - - • 4 �r �r `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW �-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. �(1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.ID 1) ROW 2x BLOCKING @ MID HGT. FOR , HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'4'. (2) ROWS 2x BLOCKING FOR WALL HGT, > 8'4'. (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". O.C. OR 5/8"x10' WEDGE A INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS T( ) L/ STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE INCLUDE THE WALL x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH 31/2"MIN. I I13 /2"(min.�4" _ z b III=III=1�'31/2"(min.)- 4" -III-I I Ir '00 131/2"(min.)- 4" III-f I I I • _ 3 1/2"(min.) - 4" �_ I_I-11 'I �1-1 I T TI , i i l l l lit-i i iiiL,= 4, -' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN, U.N.O. MIN. TYPICAL BEARING WALL UU)STEP SHEARWALL C TYPICAL BEARING WALL a" STEPi CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 CON 9ECU���� PCs \0 EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS 16" O/C M `�o s �M SHEET @ @ I'll N N U 1 ROW 2x BLOCKING MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY co O @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8' 6". (2) ROWS APPLICATION 2x BLOCKING @ 3rd PTS FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". SEE CC/S3 OR N LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SI) 1Od N IL w! SIDE IF APPLICABLE. BOLT INFO. 5/8 x6 J BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ Z"°X 3/16" �8" C.M.U. TYPICAL "" ° 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ - (6)1/4"x31/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING E SPACED EVENLY FIBERMESH J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 nt w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH d 2x P.T. PLATE �, w C1.) , _----ARCHITECTURAL �'P c PER MFR INSTRUCTIONS w p n b. . /' FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 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 _ (1) LAYER TYPE 11(#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° , (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT - 11- _: 1= m a ° ° 1= I=1 I I Q FOR ROOF PITCH 4:12 OR LESS. -I (I*- ' I=1(1=1 I �I I1--I °• I �I 11-�.=1 11-►' PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH EL �-1111 I=I -1 I TRUSS (SEE UPLIFT SCHED.) W/ 8„ � METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SELEV. VARIES FOR ADDITIONAL SLAB �N1 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 1x2 PT WD FURRING @ 24" O.C.-/ _ ° GRADE 40 MIN. Fy= 40ks1 -, _ _ d GRADE N z #3 & #4 LAP SPLICE a fi _p FINISH GRADE [GRADE 6o MIN. Fy= 6oksi] a �t 1-III-I I p .. I I -III -III 11� o (1) #5 VERT. IN FILL MONO OR STEMWALL ? �'� p p 25" MIN. LAP [30" MIN. LAPj=I I`g t -_ W 111/2"GYPSUM WALLBOARD CELLS(SEE FOOTING MONO SHOWN p p o p - -1 I- wU.N.O. a _ _ _ °O 6 MIL VAPOR BARRIER �� f I p ° I pI =I=I I =_ R 17/8" FOUNDATION PLAN FOR CLARITY I ,. _ -I I #5 REINFORCING BAR - I FOR LOCATIONS) p p o a o = I-{ i- =I { I= I (=1 I z �- 1x4 P.T. BASE NAILER „ p ? I u 111=I I I=�1 2) #5 CONT. 4 x4 INSPECTION o - I_ I=III=III-III= 12 I • ITI f I l I1=L j #5 LAP SPLICE NOTE _ e . Ix z1z (N 3 CHAIRS 3 1/4" BASEBOARD PORT AT EACH g ° III=III=III=III-III-III N ° I -_ 36" MIN. LAP [36" MIN. LAP] FOR BEARING WALL =III-III-III=Ili=III- '- COMP. SOIL. (COMPACTED TO I I 1 I { I TYP) 8" 1' 4" 8" FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ -I 95% MODIFIED PROCTOR ASTM I H I ��=I I I= I I=) { I I -111' W/ UPLIFT ONLY _ �I 10" MIN. 2500 PSI CONC. SLAB _ _ - I l 11=T�1 I1=ITI 11- AT GARAGE CONTRACTOR III=III-III=III=III III -I { I=III III -III -III -III -I L I -I I I=I I I i , I I D1557) T. t,-•rr-I „-, i 1- „-T-r; MIN PSI MAY VARY PER =1 1=III-III=III III=III-I I i=III=III-1 li-III=III-III=I 11- 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR I-t I=III III III= (I-III=III=III- I - I (- 1- MUNICIPALITY. CURB DUE TO SLOPE - - -I - -- rD � - #6 LAP SPLICE TYPICAL INTERIOR BEARING cONCRETESLABW/6X6 _Q- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE' TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. � - b C")_=I�I=III=I I' I-r y �► I o 6x6W1.4xW1.4 p III=1 I _ z � 31/2" WWF OR FIBERMESH 6 MIL VAPOR I b r 9 I min.} 4 BARRIER ° a C • fV COMP. SOIL. -1I e I I -00_ - -11 -' ° (COMPACTED TO 95% =I MODIFIED PROCTOR III III III -I I I-11 I I I ASTM D1557) 3" MIN, CLR. (2) #5 REBAR CANT. 1'-4" (1 STORY) STD. 90 HOOK SEE ON CHAIRS TYP. 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE. 3/4 -1-0 S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-) BLOCK WALL BEYOND O.H.D. RECESS z M SEE A/S3 OR J/S6- -I! li 111FRI ­11, I I i1 i 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" •�}•GR�A�DE�•� T�. r `I , 1 1, I-1 1 I-1 1 1-1 1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS d CV ' r M 4 C1.) • A .• ..+.. ..4; .. w - - - =IT�-� 41' °P �l I LEI •�... `�. � �.. ITI I I� •I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. I *3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2,> HOLD GYP, BD. 1/2" FROM SLAB CONT. BEAD SEALAP INTERIOR 4 a . 4 -31 „ CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � d Op •C M 6 MIL VAPOR I I F���� =� I�T�� BARRIER INTERIOR W VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)q7WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO 1 °4 SEE PLAN FOR All, < & LAYOUT DESIGN TOP OF BEAM ° -L SEE ROOF PLAN , c - - °.. " c00 HTS20 FOR STRUCTURAL I,T i 1 �'_iI T " E (2) -I BEAM SIZE & r I `' CONNECTION INFO d 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM +n SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL W/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING, _ r ' ON FLOOR PLAN SIZE VARIES PER PLAN cn CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS - 2 GRADE a - , FILLED SOLID (SEE PLAN FOR - - - - a .7 _ 6 x 6 W1.4 x W1.4 i` SIZE AND REINFORCEMENT) 0 _LU - =) I a a • = =1 = ' WWF OR FIBERMESH T Z _-I I -I I -III w I I_I I_I I 11- z e' ° BRICK PAVERS or SLAB PER o w cn 00 = -I -III=I • • °• - - - 4 - ° / COMMUNITY SPECS I'- � 14 I; - 4" 4 STEP NON-BRG. K SCALE:3/4"=V-0" IIIS3 0-0 FIN. FLR.CA I -I -I I -III -I I -I I =1 I I=I I I FOOTINGLu -III I I I=1 I -I 1-1 1=III 11 I=III 11 0 (l II I II III 1 hil I -1I I-1I I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. CJ`3 R1 k _I `}cro •"�L •� ••• ,cn � OFES510 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CDv 8 Q co ��, N O C) 0) 0 co N N C N W CIDN J 'n W U-4J 0 a?`"'0) 5J W w It a LLS 0 0 Ul M Zaoco W N � aa�o 0Z° N o � m 0 o Earn Z rnroN 0 ILLL� � J o a W a W i N Q cm z V 0 J Z U ❑ = 0 W z o 0 z ¢ v r, h N d13 M r� z crs ,„ Q 0 ® Q •0 w E N � Um 2 8 o t U d of� QWo m • ®Q �m r~ C:) �W Mz4 z J Q O E: W QO R } N QN Z® ❑a U C OQ UO O< CD% N z o � z �, CA o� ZE -' _ , QW z Z ox z ao N manQ z NW o mLL =� =3 >0 a >M rl1 W m 0 C) �N O CD 2 C O OO 00 C,4 N = r tD 0 r 0 N Z z = © N E a E c0 ¢ o °; JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. S3 (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 1 POINT w! (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP E SPACED EXTERIOR FACE OF BLOCK EV V EENLLYY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN YARIEB 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. :' SINGLE 2x CONT, TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS .+ CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) V--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8 8" 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1} #5 FOR CONCRETE PLACEMENT J a c d Q lilt d e d a Od 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 W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 4 NOTES: 1� 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q 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 CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE .J T UJ '0000, r > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR— GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a 0 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING Br BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cFANp Obi N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P.' J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAGE OOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 /— FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 �---(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. QO O,rj, 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. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIM SON SP2 w/ (12)10d / NAILIS AT EACH STUD / 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB71 (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 4,9, SPLICE STAGGERED / �/LjjN J G 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON S LINTEL SP4 SP4 a SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w UA^ CC C U) 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° .0- • HDU2-SDS2.5 wl (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 wl (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2,5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a _� - d d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL STAGGERED 4 A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING A/ 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 I L 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 SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR� SCALE: N.T.S. max`_ F y' 1 �Ol v1q , Itro 6v ' a• V -4:N, '• /{, •� h'1 F �� e.•s' ^ea•a eaa•t' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 c`p0 m 11 Q0 Q O N co 1­ N# 0 q 07 co N , N co lL Lt_ :A �y LL LL tl a 4 N 2S (`. 2 '6. N P:u- 55 Ll a a� ZAcc:U)°' 0 0co� @ o m m W � 'Fa°ti`O ¢�ao W LLZ -Emrn N mil] a� V< N Q M Z Q O 5 Z 0� ❑❑❑❑ M to /I1 M N z O z z T M d N cn M z ''T ll - u_ rY a U � O NLn W I` o ws WLZ � r- T E 0 8 c Qao —® em ti C.0 w M w ¢ Z EE (j w0 Z® oa (6 iO '- O E 0 o < az 0 U 0 az N E- ¢ o i wz C x U O Z J ° �z a 0. z OTZ o� W J w� �0 >° C:)CD Aa 3 co L W M .!co C4 n/ O > Q U 0 Imo- m _ h � o � O 00 N T 00 2 OLO N C� rn r r ui u 0 M o z m z � O E N •, N ro cc a o U 0 Q p � JOB NO : 20-1132 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18} () Od x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0' O/C EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) --� SIMPSON HGAM1i W/ (4)1 /4"xl 1/2" S DS SCREWS TO BLOCKING & 1 /4"X2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2}10d TOE NAILS @° •' BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) `• O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0' INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10Aw/ (18) SP8 FOR 2x8 WALL) S 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24 MAX EDGESOF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 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 wl 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 (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N N SEE STRUCTURAL OUTLOOKER 24" O/C @ ON SHEET S5 FOR N r c • NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 1 1/ 2"x4"CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACINGlj� 1 1 2 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GE ABLTRUSS TRUSS SPANS ATTACHED WIZ-16d `1U11� /� g1�R' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 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 @ 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d NAILS W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ T . J. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION r SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR 10dx3" 0/C OCATIONS) @ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. SrJ 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. I Il a II J ` II Ilm \ g 11 11 d II 11 a a 11 . ° If '° a IL °°. 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 6" OVERLAP -MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) O i a- z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA W/ (4)MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO \- BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.COKI 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 "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 1/1 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU ..��� 4 o T X o O z o Wd m o a mot• 0 C3 w o o r o C)2 X w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.NON —LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS `-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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR ' FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION t' y%,0,,j:liliki (, "; • 3 QOFESS� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W S S N oyp 10 04 Lo. M N N CC to N 4k *F N LL LL 0 to M D �I LL J *k W W o LL U.Lu N-2S2 S y = Wa. z vtn"T 0 o of �i . -. C N D @im CL m O 0 W 2E�rn 'ITN o JOa2 Q O� z wQ`"'Z ° 0 CiF-J 011El❑ W IFM CO z Q J M d N Ln _ M _ z v u_ V N �N c E o � MINz � U 0° �- 2 E C)8 `I " =i, U o � ' y � • _0 a 0Y m �m c W Mz o Z U_ E =o �O 2 ,� ZN t1 O F co —E X0 a� 0O0 4� O i¢ z nz w C ❑ 0 ='m N r p zz J <w W 3 ¢ 6 0¢3 z LLLL T- �w W <0 'a� =k �- 0 � o tiw `� Y° � � ~¢ o za a or o3 `� J ai ^L1 W m 0 ■� O co > L C� Q ^ o I..L co co T `./ C �rn z v , J N r 00 Z o LO N (0rn r r M 0 m 3 coN N z z E U) CU cc Il U J Q p .tea JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. S5 t (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O__Z,7.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7116" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 11E FOR MORE INFO UJ 16" O.C. 2X S.P.F. STUDS o z W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD vi = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT PER PLAN 0 OR FELT PAPER FOR MOISTURE or .. BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY CV a A. a . 'd e T I —I I—III—� .., e e 6x6w1.4xW1.4 I_I�Tj1L—III-III—II I d WWF OR FIBERMESH STD. 90 HOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT IY a EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE00 III— , `-STD. 90' HOOK (3) # 5 REBAR ON 3" CHAIR — rT (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'4" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d A 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8} 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS oO SEE FRAMING WEEP SCREED o czC r PLAN . • INSTALLED PER MANUF. '� • T C 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK LtL SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP, 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.0 PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1!4" x 21l4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" S 6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-T. (2) SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > V-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 wl (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE L 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a.-4­4'e d. .ea, a 6 I I� a' eI'- 111=RI ICI I ICI I I��I. i IIII i II I I, (3) #5 CONT. ON 3" 8" 1'-8" 3, CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND I OSB EXPOSUREI SHEATHING uj w rC15/32" SOLID 2x U) BLOCKING @ ALL Q, C SHEATHING 0 00 OPENING EDGES (SEE SECTION X-X w C x a O ¢W x E r 2x STUDS w BEYOND. SEE PLAN 0 O U) I I I \\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM 1AIAI I rI I-1/ATI/1AI f1IA/%I-IA1A 4 FT. 4 FT. (D 2 0 2 5 FT. 4 FT. O O O 5 FT 4 FT. O2 O O 4 FT, 4 FT. 0 O O Q 4 FT. SFF 0 N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o m ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" OC IN FIELD ZZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 0 (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANK NAILS) = NOTE: CD ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 W �?H0 } ¢ 0 y SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH �f Ov) 0 U COOS � PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z r m L STUD AND OR BLOCKING AT ALL EDGES. Nw1O c u A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" O L S 1/2- SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL ( SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. vFmnraaiXanx S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oxr�R, FLOOR TRUSS / FN�n, 0'Q i BEAM SEE PLAN FOR REQUIRED —"- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 7D1A. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAG W/ 6x6 11.4xW1.4 WWF OR FIBERMESH N _III=II1=1II II e I�IIII�IIIIIIII � a.. -e (3) # 5 REBAR ON 3" CHAIR 4" 1'_8" W/3" MIN. CLEARANCE ALTERNATE FOOTING LL'Y HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 (2) (1)(2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. OO FINISH GRADE _ bo o T @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=T-0" ADDITIONAL INFORMATION. i 4-. �- E;- .'f `r�o�tNrutila1/j." WlV �,,e�,�'\ \`��tO 16 ia ot ITOFESS%Ota 'FL.� •...•..•• s To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the sI ctural engineering porfions of the drawing pages bearing Engineers signature and seal. h08 a O GG4ppk 4Co �N � sckrI• Cq C COD O () NN C r-a) co _ 1D N W u- *� 0 0 .���� 5 J -u W W u_ LL a a a ql M C: u-: 33 W to ° 0- W o z > 0�°' 0 � o 'a0r mm W IL°N IL ¢� C NQmZ Q O Ln U z I— 000❑ M � N O z IR z v M d N (n � M z o al CU U t6 •O V% Y ,,, o a a N LU-ARK � ° U 0° r— T E U 0 J �0 o �W M o Z Z U_ c6 E �� Zs o E V �� , CWx X°U 00U Q N wO o ¢o ww x� L no ,_ U m0 O Z z z Qw o W O U d `i °~ to 8 O3 U� ' M J L 6 0 ^1 m .= O co > L O Q a oco (0 co *.-.00 O 00 J O 00 = r CN O o r O c o ca coN ? z E O a U 0 Q cc JOB JOB NO : 20-1132 SCALE : AS NOTED SHEEP' NO. S6 SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS � 6'0 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS 1, E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" VVMLL 'YP CUT TO FIT aRS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP /2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ FIEW "A" SCALE: 1" = 1'-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE — STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V4 •2x4 GLUED AND NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS J 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS) ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS --2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J ROVIDE MOISTURE PROTECTION ACH ALL COMPONENTS STAIR TO CONC. W/ I" X TAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ a' X \LA NAILED TO STRINGER 2 4' TAPCONS @MAX. 32" O.C. �\ / — ' 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2xl2 OR LSC EACH STRINGER— !— 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 W/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Lix/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H yA E SECTION VIEW SCALE: 4" = 1'-0" F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOT SHOWN G.1y-� TOP OF STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL AT W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "O" SCALE: 1" = V-0" SCALE: 1" = V-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. POST LET INTO _OCK DE 'I NG ?X8 BLOCKING :OR NEWEL, POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING F SECTION VIEW SCALE: J" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H ZX STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAI LS V2X D OR 3 BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" Y r !i'lwiiilBiiSPfi')► 1tiO SSE ... � c�i PL � rCj tal "U �0 �` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H g 00 8�Nm o .� 1` 10 N O n N MNr a) N LL LL # m 0 a) CQ NLL� -.j '� ; a a N 3 Q N U_ 3}g Q LU °' a W O Z a N � 13 c d o_ �° m m 0 o U,gE&0 ILILW mom Z gMM Hoag 2ENO NQMQ 13 aog= U 0 W OU J ❑❑❑❑ M � z N O m N 7� O V ¢ J M � N wwo M z = U s QX LU Y Lu a U o 0L w V) C o �� 2 U 0° ® L,, W o g I = w U o e � C0 .. ¢ s� mZ w a E a ZO o o }N < n L Co m V MoU Z® jo ~ (6 o E o¢ ao °a -z t0 i °d ¢o -WN 0< •N r6 =3 ao U N m� 0 2 C13Q' J m e Q W z tq Q � F o� � �o aZ �k W U a� =3 �o O u w ��� aF 03. co L rn S cc c7 .! CO O ° mco h 2 o �- 00 00 J No L0 rn T r ai M \ 6 N z E 0 0 m c a ci ¢ o c JOB NO : 20-1132 SCALE: AS NOTED SHEET" NO. ST DOOR JAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER —1x4 ( 1x4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8" 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. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR ( TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING �� (2) ROWS 3/16 x 3-1/2 FURRING #5 REBAR ` ' AND NAILED W/ $d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2XgE (TYPO ` BLOCK@ SPACING 1" DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH _ rr 1x8w/ 2 1 1!2 DETAIL () ROWS 8d NALS 311 DETAIL STD. 90^ ` D. 90° HOOK (TYP.} x A T W/O E NAIL 8) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. „ STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB REFER 1x4 P.T. TO PRODUCT VL IN TAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"DRYWALL 11L P 0/a 7/' TE: tB DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT P SHEATHING TO TTOM OF BAND TO PRODUCTVZOED13EDIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" IST TYPICAL APPROVAL FOR CONN(2) ROWS 3116" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH ME/Ex TAPCON @ 16" O.C. & END w/MIN. 2" EDGE DIST. 4" FROM EACH END w/ FURRING +2 NOTC @FIRST COURSE MPSON HGAMIOKTA @ 12" O.C. 2xg P.T. ATTACH SECOND PLY w/ MIN. 2 EDGE DIST. 2x8 ' - w/ (4)1/4x1 1I2"SDS SCREWS ..REQ'D (2) ROWS 10dx3" NOTCH ` INTO BAND JOIST & (4)1/4"13/4" 2x DETAIL 2 1l4r' DETAIL STAGGERED @ 12" O.C. 3-1l4rt DETAIL +5A WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.s. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 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 soup t4 COURW/GROUSES EMBEDMENT INTO BLK.) 1/4" MAX •' 2�_0�r 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. 811 1 PLY PRE-ENGINEERED TRUSS ` Aa BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) .. 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT 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 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. a BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN '. :d CONNECT W/ 8d NAILS BRACE/ BLKG. ••a N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A -A 2 X 4 #2 SYP SCAB TO SIDE OF PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4Ya" WOOD ) () * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (TO ARCH DETAIL 4' MAX. RAD. i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO�F TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. + CFNG, 1 t_On 5r_On SCALE: N.T.S. SS 12 TH 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 > ' „ EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT e o: /4 MAX 2-4' 8" TRUSS + SOFFIT ° , y . > A ; > P #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 4 p 10 ° a . CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP r ®e ► e ' °a 9 K IN TOP o 8d NAILS EACH TRUSS o .0 . ' KNOCKOUT / N It e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1 Od .� NAILS AT EA. END PROVIDE 2x • CONNECTOR _ MONO FOOTING a PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) •a ;' °" SIZE AND REINF. PER PLAN L VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK- (1) WITHIN 4° 12d NAILS SEE LINTEL AND SECTION DETAILS v LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 SCHED. -I e ' 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> • DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °• °ffTANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > HOOK iv #5 BAR IN V TO FIT ARCH CONNECT W/ 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 SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � '• � � ` °- ' °- INSTALLWDW, SCREW BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _ • � e .; � V';'• � � � �'' � THRU OSB INTO 2 X 8 O.C. `, `' •� °• `''' sk ' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a zo SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F•F• EPDXY MIN. 6" EMBEDMENT & ` �r � � � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE � w LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP U_ U �w NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p o D a A REINFORCING AS FOLLOWS: * SEALANT Mill —III=I1 I Q U U_ Cl- PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D o 1-�1- J PRESS PANEL REINFORCING INTO PLACE. n- II�II .. D — - v z #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. 6 MIN. LAP SPLICE W/ REINFORCINGAN L P E -— :,::-:;, .'.; ; " — — — — — .a — ' . c= TI� I I I� � � a cn �, EXISTING FOOTING 0 G (2) #5x6 IN CONC. FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT -:' ,'.,'.:. n GRADE D. Drrr-� `. `. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE e D REMAIN FREE OF MORTAR. NOTE: M \ I \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. � � � o : , • TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° � 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D 2 #5 REBAR. MIN. 3" ( ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN Ifl EXISTING FOOTING 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. I bj '••. S,E ;i•. 0® w U ' ���* o ••. F 1, �. •,.•' �f;/,0"l';ROFE8S`O�`�C � tllt!!lltEilti'�E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W� 0't0 8 N co q�q�� Om IN cz 0 W W LL _j n. a b1 5L-L 3 N j W uj K a ymii aaW Lo z W o R9 W,mOo 'mo�CO mg �_ W co Earn o a IL{�{� ?• 'It dMZIL CJ z U ❑❑❑❑ W z a ogonna z z v Q o � N fM v7 z o . TmTt `0 W n a U O �Ln �L'i � w. � � o v r u rn o all g x� Q o rn 4 m I W Cl)Z� Z. y Z g —1 LL �E w o a2<� z E o F= _® co � $0 x� 00 O E � � ap �0 a . � W C Z$ p Y o Z I o aW. o W8 U ado yz �G 00 Jz a F �F � O cD 5f 5 a .2O � >M L � v> m ^' W .! CU ry O .� > O LL O `0 W 2 o . �. J 04 r N= O r r a (D W T M r M o Z z N c\I E O a E v _5 Q o _ CD JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. SS 9 Q 2 N aD -0'o to C> 0 0 J T N 00 N -n -o 0 J i N CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 YYl L-IWU`W"_l jI fIAV YYL.L., 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 CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� — --/— WOOD TRUSS / A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4— ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS K HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INF( SCALE: NTS (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 @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE M A CONNECTION INFO 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 SCALE: 3/4"=V-0" COMMON BM. ATTACHMENT �g SCALE: NTS L.SEE PLAN I. FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER q CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 1/2" X 41/2" LAG SCREWS ATTACH LOCATION AND DIRECTION LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR 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 9 SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d 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 COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD ) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL d 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/VVI MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A. 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. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 3g SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS r ? i, o w ... ......... ®A *% - • ,' h O� i U :fl =a Q : *6 1. •• P� 4 /:✓/ q�OFES5\®�P /f "Mall111111't0`� \\\\! To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w �E Q00O O N s� 0 to 0 a)N N m ^ LU H N -5 -J � N IN,W _j u- LL d a. (6 Q �Cu aa� 4 Z �vozrl 01° Wm 0 W 2 9 m o�co 0 ¢�<0 3 LLs E rn 0 NQMZQ ° CQ� � J z a000 � M to �to z z Q � 0= N M Q) M U Lu n � a + 0 V) �r ° W H �_ Eo N o ro � U m '— E III m o g z� _ U o " c u) Zo o Q 4m co �w M a2 �o S Z E �z �s ;z 8 ❑a (6 F m o x U oo O u o z o ao Mw . r0z<O U Z K J �z rn rn ¢ 0 o� z go im- oLL Lo F a NC rn E ^1 W ca 0 .! C0 a C o m C� 2 O 00 tQ1I 0 r LO N = CO rn N r N w O T M r o E v; 04 z E O �' L Co a U Q p JOB NO: 20-1132 SCALE: AS NOTED SHEET NO. D 1 Q 00 r" N iv c M C) N rn 00 CV Q) C> M 0 J i N 0z 0 J r N N N 0 0 6 0- C) O N 0 W 0 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 6 w/ () 1 Od x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING E A BELOW AND ALT. MASONRY WALL O CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH TOP BLOCKING INFO QA SEE PLAN FOR CONN. W/ 2 12d TOENAILS T/B () (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d ° :• BLOCKING NAILS T/B FLANGE f 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • . 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. :�. SURFACE q 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 IMP1/2" CLIP IS 0 / ( SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2 CLIP EACH SIDE • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB •°• • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. INFO 1/2" GYP. BOARD OR BLOCKING WALL SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W/PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4 x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ 26 10d ( ) TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) -10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR I. H ) SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR JAMB STUD �J NOTCHED AT HEADER LOCATION (2) (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP SIMPSON LSTA24 w/(18) 10d NAILS O CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER o G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN GE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN 3 2x #2 SPF STUDS @ O EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED DF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 2 x #2 () 1 1/2" (USE SP$ FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 -- —SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE g O 2 x 4 #2 SPF STUDS INTERIOR HEADER TYPICAL BLOCK WALL --------_PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER SEE PLAN E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & 4 1/4"x2 1/4" () TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D A SE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE a•°t• I•°o• o•° ail TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS _ TOP AND SIMPSON SP1 w/ 10 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG, REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FLOOR BELOW (24) 10d x 1 1/2" NAILS AT TOP AND TO HEADER 5STUDS FOR EXTERIOR 2 STORY WALLS ONLY.BOTTOM SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. a°.o a°.0 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL USE SP8 FOR 2x8 WALL 24" O.C. ) @ PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE • SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W! 2 12 O 12dTOENAILS. 3" 0/C 2 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. O @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. • �TF �<'-I.4 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x ° TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO, (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE , ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD ��—(2) g LS30 w/ (6) 10d x 1 1/2 EACH SIDE PACK W/ 10d NAILS 10d TOENAILS AT EACH END OF ° BUT NOT EXCEEDING 6 FEET SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) )NAILS XDOUBLE NAILED TO STUD PACK FLOOR DECK FLOOR DECK 3 O.C. @2x4 BEYOND W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 5; SE 6 i • ^ •e V • O �'rJffZ�j��i�OF E SS,oi \ /f(ft111111 � To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �E cc)G) a ooOC)m���� V M C-,n mN LL u. (8 a wM�A W W rz �LLaa 3 a' a ;�'u:3 a CLIJL �o � m o W m o m m 2¢ E 0 o a LL •j � _@ N NQr>Z U _ U ❑❑❑❑ W z N O N z o � J th LL N _ m v� z L 4 Y fQ w 0 n U � Ow r-- ItA c E U 00 w o s all I ®A Y Q9 � O �W W Cl)M 0 3 � E =o >o as Qg ;z o� Z® oa O E Nao O 04 d p 0 U U O< a Z i <z .�J c Y mo Oz z J m a"' Q W 2. cn N O ¢ ZU U Q Uado w a �w rT-� 0 or _mi 10 Z2 aF UU ^1 W � 0 •! CU CM C) Q C 0 Al m � 2 � C O 00 .� CV r 00 o I c0 N ,— (V rn ai O r O CM 7 o m M N CV Z Z 0o `m m a E °' U J Q p _ J JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. D2 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING3/4°-V BEAD OF CONSTR. (0.6 cm : 30.5 cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SHEATHING 3 BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive cnsseme�eovnNoow� OR EQUAL WEATHER PROOF CAULKING EXTERIOR y pp p p p g 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and z WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS UNDER DECKING 1 W LATH R703 2 t f 5 f with IRE suBFLooR Water -resistive barrier. One layer o No. 1 asphalt felt, free from holes and breaks, complying wi ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, 77 with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches HEAD FLASHING TIE-IN iNSTRUXTIONS: (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2 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 Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW ' EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity -�� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB 6 USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) P 1 g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface SELF -ADHERED FLASHING ° ° ° ° SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASE PAPER TO EXPOSE EXTEND MINIMUM 6" ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish ° BOTTOMOFOF FROM Oor to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall ° ° o O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration ° SECTION -A (SEE DETAIL wPo2) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O _ sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 r ~ drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 2 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE SELF -ADHERED FLASHING � 4 1.3. In accordance with other approved methods. �f 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER L UNDER DECSEAL TOPS OKING JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco FLLANGE OTTOM NAILING 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING �' NDEC SELF -ADHERED FLASHING �' • 4. Continuously above all projecting wood trim. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. Ground (�- \ / I 7. At built-in gutters. r- SHEATHING /I �,,,_ FLManuv%.a SELF -ADHERED FLASHING DECK JOIST FLJ-%Qf111YV SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING PATCH HERED FLASHING a FOUNDATION WEEP SCREED Water Resistant Barrier Lath Sheathing Stucco THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing SELF -ADHERED FLASHING 2x FRAMEWALL \�` Maintain STRIP of SAF LEGEND Bottom of __ Stampede or similar PRODUCTS DETAILS SELF ADHERED FLASHING 0 1V1/2pto teed joint only TILE FINISH (SAF) F- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Above Roof w BARRIER (WRB) - Weep Screed TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND (/) BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER - Sheathing Installed As Per ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC 1/2" DUROCK � M SELF FURRING (SF) LATH PLASTER ACCESSORY -� Manufact. Specs. R703,2.1 AND FBCR 703.7.3 ¢ SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS 1'-4" PER PLAN Z Detail Instructions 1'-0" PER PLAN 2 I WRAP DP WRB ONTO THE VERTICAL Cement Plaster 1/2" Cementitious Decorative Finish Refer to the number marked as # in each detail that corresponds to the in accordance numbered items In the list of instructions below: SURFACE TO TOP OF AS AN AIR FLANGEw with ASTMC926 ®°°. All inside and BARRIER over wood 2nd ,®•®0�m ® ° ®®® ° ®®'®°o°®• outside corner will 1. Install self -adhered flashing in order as shown by numbers 81, CMU SLOPE 3-1/2" INCH FLANGE floor need to be miter 2. Install flashing and weather resistive barrier to form water shedding • ® ® cut and caulked all laps 4" OR 8"CMU - `4 - - - 4 °•°•o°• o° butt joints need to 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING ' °'®• .o'°• • ®•° ° ' becaulked usi ng ng 4. Split the release paper using the ripcord (Split release on demand, a a a I I Stampede or embedded in the adhesive layer) - for ease of installation and to FILL WITH GROUT Q: STRUCTURAL SHEATHING caulk for all minimize scoria cuts g - a ° ° W 0- w THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release paper per standard installation instructions and a a 1- � DO NOT SEAL. adhere to substrate using a square piece of flashing material (6" x 6" _ U U) U CONTINUOUS BACKER ROD & SEALANT DRAINAGE PLANE WRB Minimum) SLOPED MUD BED 4 a Z:LJ DRIP SCREED PLASTIC ACCESSORY I; BOND BREAK WRB 6. Fold as shown by arrows a ° a ¢ w SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to v I� fit tight to corner VINYL SHOWER PAN 9 0 A Note: The building and metal lath be 8. Mechanically fasten as necessary paper must SLOPE - II Cement installed over the top of the weep screed. Plaster ° a d _ over block PLASTER STOP A 1 st floor a a Q a CONTINUOUS BACKER ROD & SEALANT a A CEMENTfTIOUS FINISH SHOWER SEAT SOFFIT/CANTILEVER WEEP SCREED DETAIL SCALE: NOT TO SCALE 1 0 O N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to `W 1q- E ,q m N fD s OM C) O Z>1 # cO N J IS M W N o0 u_ N LLLL # EL a LL 'Q uj "' > m LL W v% a °- Y -Cc: a� o m W mom 0 Q 02 W Z 2 Earn :,too C5N< 0 Z aa o a 4 0 U H � Z U ❑❑❑❑ W V C7 rP 0 z N t0 Z m N z Grua Q � ._I M d N z a o �N cD •O V% y W Q o a V .M Lr� E o � � v allLU t T g y i v o X c � tffil rn rn 14 M co I W M 0 � z i � U_ E ZO } R is O O° g ZN CU I- CI ° a� 00 °Z 8, C14L a o o Q C, rp M Uj c ❑ U m 0 out Z, N J m ¢w �z rn aa° 0 0 W OU a 0 3 g J w ax �I0 >0 z°d a o°3 O >M J c� .! C� O > C s 0 CD 100 0 00 o N 00 J 0 Ln N = o r r o M M \ N d cc Z E 0 m m c n U � G p c � JOB NO: 20-1132 SCALE : AS NOTED SHEET NO. W P I . ," �: A3 ;_;.---- -u _-. ....:;.....-,... - HD210 2 �,. ,,- ��- _ �. -n FL17244.1 ESR-3455 -......; __.:.:._ ._ - -:.:.- - ....... ..:.. - ::::_. .-........._..__..:. _ FL17232.3 ESR 3445 - , 4 12/31/2020 A23 ,-,_ ..:;_,_:....._ 1213112020 HU210 2 1� FLI0446.2 ESR-2606 FL10856.4 ESR2549 . 12/31/2020 - 12/31/2020 12/31/2020 12/31f2020 12/31/2020 12131/2020 1213112(i20 12/3112020 _..._... 12/31/2020 .............. 12/3112020 � 12/3112020�� 12/3112020 12/31/2020 12/31/2020 12f31/2020 12/31/2020 123112020 12131/2020 __._.__._-__.... 12/31/2020 12/3t12020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12131/2020 12/31/2020 12/3112020 12/31i2020 3 0 0 12731/2020 12(31/2020 12/31/2020 12/3112020 --20 12131/20 12/39/2020 12/31/2020 12131/2020 / 0 12/31 202 - _ - 12/31/2020 12/31/2020 12/31/2020 12(3112020 12131/2020 12/3112Q20 12/3l/2020 12/31/2020 12/31/20.ROOFINGFASTENERS 12/3112(?20mi 12131/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12t3l/2020 12/31/2020 12131/2020 ._. - ......._.......... 12/3112020 12/31/2020 12/31/2020 12(3112020 12/31/2020 12/31/2020 �12131/2020� 12f31f202p _... _ �--...�:..._.; 12d31/2020 12/31fZ020 12131/2020:. 123112020 12/31/2020 1?J31 f2020 12131/2020 12/31/2020 .. __...... _. ....12/31/2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12f3l/2020 ..... ._....-.......... 12l31f2020 12/`31/2020 12/31/2020 12t3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 ....._ - ........... 12/31/2020 ....... ............. 12/31/2020 12/31/2020 12/31/2020 - _ __ __ __ ....__.____�_..._.__ ___________.-_N.._-_.__- _.,___.__._.._._ _ __.__.__.- ____ ___ _ -PRODUCT A Pt�+DVAL SPECIFIC�TICiN SHEET 2 - - i As required b FloridaStatute 553-842 and FloridaAdministrative - Y ra Iva Code 9B 72, please provide the rnfi�rmatlon and approval numbers on the building components fisted below if i , they will be utilized on the construction project far which you are applying for a I i ? -4-4 N ] U 0 ,,_, �.. Q CU O L C -- �, 0)V � � � g � ca -co to Q3 -� (,� 0 -0 _a Q _ L O O - C •Ca LL - -4--a 0 �+- C� (� U) Cl) CU i _,_, -- O 0 Q M C ~ -0 .- CD Q F. ` - - . ,. " - � � f . - 1 , X 1 . , 1; ail. r * 5 4It tt . . -, I 01 . . -i 0 =� / 4, `io, ` +; _11 ;1 � i11 ' 10-151 ' -. . VC �II��' . `. ,,gym HIrlo'. trap 11 i` , �I� 1n I "`ei- r" I° ;. "� Op. i ; t r' �' Cu? °bra . �i� ,, , t + if -Dull ` I #1 del ens fir; ., -., a �Cr PP�r. i 4�i.Jl .: 1d, ... '! uIFI ` " i i i. •; I - ' " ` 40"� "" D212-2 FL17232.3 ESR-3445 12/31/2020 HU212 2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL1085&5 ESR2549 H 2 6-3 D 1 FL17232.3 _ ESR 3445 12131/2020 HU216 3 FL10856.1 - ESR 2549 Categ o /Subcate o f anufacturer rod uc Desc oR P d t ri ii A royal Numbers) Test Pressures Exp. Date HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1 . EXTERIOR DOORS HD2$2 FL17232.3 ESR-3445 12/3112020 HU28-2 FL108 564 ESR-2549 A. SWINGING ThermaTru Firber-Classic andSm4othStar (NON-IMPAC FL20461.1 +67.0/-67:0 f 12/31/2021 _ ...._... HD410 HD412 ......_... ....... ..._..... HD610 ....----..-- -. HDO410 FL17232 4 _ _ - ,.. _ ..._. FL17232.4 _ ....._.. _.._.__ ... _ - FL17232,4 --- - .......- _- .._- ----.._ ... FL17241.7 ESR 3445 - -- ._..- - --- ESR-3445 .-_.. - .----- ..------- .... --- ---- .... ...... ESR-3445 ..... - -- - . - - - - .._ ..._..-... _ .._ ---- . _ ..._..._ ESR-3444 12/31/2020 _ -.. .....- i213112020 ....--...- -... - 12131i2020 . _ __...... ......... 12f31/2020 HU410 HU412 HU610 HUCQ410 FL10856,9 FL10856.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 ESR2549 SIM200804 ThermaTru _ Firber Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT} FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12f31f2020 HGA10KT FLI1470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAMIOKT FL11470.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf p 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/3112020 HETA16 FL11473,5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12131/2020 0! _ _ ..HTT16 _..:.._._ .. HTT45 ..... --- . - - .... HTW16 . FL17324.2 FL17324.2 _ ..... ­'-"­""---'---'LL _Evaluation Report 1.PGT Evaluation Report 12/31/2020 12/31/2020 HTT16 HTT22 FLI1496.1 FLI1496.1 ES-0130 ES-0130 Series 5570 FL251.10 4114/2021 - -... ........ ..... _ . FL17244 8 - ..- .- - -- . - .: � ....._ ........_ ........ ESR-3455 - 12131(2020 HTS16 FL10456.22 ESR-2613 C. SECTIONAL Clo a Building Products Clopay g Residential WindCode Doors W5 SX7 ( } FL15279.37 + 0 01-3 f 3 2 0 psf 5/21/2028 HTW20 FLT7244.$ - ESR 3455 12f31/2020 HTS20 FL10456.23 _ ESR 2613 Cla a Building Products Clopay 9 Residential WindCode Doors W5 16X7 ( } FL15 7 2 9.53 + 30.01 30.0 psf 5f21I2028 HTW24 FL17244 8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR 2613 Clo a Building Products Clopay g Residential WindCode Doors W6 8X7 ( ) FL15279.85 +38.0/-42:0 f psf 5 1/ 02 /2 2 8 HTW30 FL17244.$ - ESR 3455 12/31/2020 HTS30 FL10456.26 - ESR 2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 6/21/2028 HTWM16 FL6223.2 Evaluation Report at p 2/31/2 0 1 02 HTSM16 FL11473.11 S1M200802 D. METAL L{7UVERED DRS ' Comes Dnnsion of AADG, Inc 607,707,727,747,and 847 Single &Parrs of Doors FL11537.1 N/A see irlst sht 12f31/2025 HTWM20 FL6223.2 Ev luation Report 12/3112020 HTSM20 FLI1473.11 SIM200802 HUGT2 FL6223,3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluationn Report 12/3112020 HG73 FL10456.19 ESR-2513 A. SINGLE HUNG MI Windows and Doors Series FL97499.2 +50.01-55.0 psf HUS210-2 _...-_ . .. HUS212-2 HUS26 FL17232.6 - --- .._.. -, FL17232,6 FL17232.6 ESR-3445 _..--- - - ...._I. ...."- ... -._ ... _....... _ . ___ ESR-3445 ESR-3445 -W .' _., .,_ �... - --. 12/31/2020 - 12/31/2020 _12131/2020� HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856,11 ESR-2549 ESR-2549 ESR-2549 PGT Series 5500 550 FL239.7 7/30/2020 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Senes 188 FL15351.1 +40.0/ 50.0 f I� 2/16/2424 HUS28 FL17232:6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 psf +40.0/-40.0 f 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL11232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31l2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210 2 FL17232A 1 ESR-3445 12131/2020 LUS210 2 FL10655,107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR2549 JUS28 _...;.... , ..:..- ---_.,._ JUS26-2 JUS2$ FL17232.11 . _ ......-..__-_-___--- __-., ._ FL17232.11 FL17232.11 ESR-3445 _ ,...., ..... _ .. ...... _ ..._-.,_ .. , _ _.::. ,_.___ . - ESR-3445 ESR-3445 12/31/2020 12/31/2020 12/3112020 LUS26 WS26-2 LUs $ 2 FL10655.111 FL10655Al2 FL10655.113 ESR-2549 ESR2549 - ESR 2549 3. PANEL WALL A. SIDING _- ..._,.. _,. _:...,. __.._ ... _._..__...,..__._ _ James Hardie Build Prod. Ha Inem gP __ _,__,. _.. ,.._ _.... w-.__ ...,__ _ _.-:,. ___._ Clank La Siding and HardiePlank La Sidin p 9 LapSiding . ___ ---------'--------"- FL13192.1 - FL13192;2 N/A 12/31/2020 JUS46 FL17232.11 - ESR 3445 12/31/2020 WS46 FL10655.198 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit _ FL15272-1 FL15272.2 +7EJ.01-70.0 psf p 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3465 12/3112020 MST60 FL 7 10$52. ESR 2105 _ _.._._._._,.__.__ ._.._ ._.._._, ._.,_._.______._ ,.___,_..___ ..__ LSTA12 FL17244-18 ESR-3455 12/31/2020 LSTA12 FL108524 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244A8 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Undena went Y FL12328.6 N/A 10fi812021 LSTA24 _.I..... ..._...... ....._.__. LSTA30 LTS19 FL17244 18 - - - - --- -- ----.. .... _ FL17244,18 FL17219.2 ESR-3455 ......._ ........_ . _ . .................._. - -.... ...... ...-.. __, _ ._.. ESR-3455 ER-0200 12f31l2020 . -._ .__ 12/31/2020 12/31/2020 LSTA24 LSTA30 LTrl9 FL10852.4 FL1"0852.4 2 5 FL114 .3 ESR-2105 ESR-2105 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1691$.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 1213112020 LTT20B FL11496.3 ER--130 Lomanco, inc DAA Exahust Vent FL17202.1 N/A 7/10/2021 LTri31 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2020 Cn (D � e > O �. < O L. 4-0 CD ^, D �^ ICU > O fig 0- 0- -6 -i ' ` O a) U) ICU W ILU ICU 2 = Q J z z Q J a - LTW12 FL17244.8 ESR-3455 12/3112020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roofpanel FL11661.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12131/2020 LS30 FL10446.15 ESR2606 ........ MP34 MP4F ......-_. .. ..._..__._ ..-....... MP5 IUIPH3516 "- - FL17244.23 ._. _.. __ ._ ._ .. _ FL17244.24 .- -..__._ __ __ .-_ FL17244.22 .... - ' - FL1724f1.3 ESR 3455 ...-.. _ .­LL"--'-"'--­ ...... ---------_ _..... ------ ESR-3455 .. -........ , _ ._-.__ ........ ...... _. _ ....._-__-,_ _ ._...---__...- ESR-3455 - .......-_._..---.._.,- _..__--.-_----.- -- -- ESR-3447 12/31/2020 - ........ 12/3112020 ___ 12/31/2020 --- ............... 12/31f2020 A34 LTP4 LS50 WMI416 FL10446.3 FL10446.19 FL10446.16 FL10667.86 ESR-2606 ESR-2606 ESR-2606 ESR-2615 5, SHUTTERS A- STORM PANELS Global Protection Products Galvanized Steel Storm Panels n rm a FL15076.1 - FL15076.2 N/A 12f31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12131/2020 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 3/2812018 ProductApproval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244,18 ESR-3455 12/31/2020 MSTA18 FL10852.9' ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 ___ __.._.. _ _ _. __..-. - ANCHORS Simpson Strong Tie see chart MSTC40 FLI7244.28 ESR-3455 12/31/2020 MSTC40 FL10$5.1 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131120201 Code Ertl or Data Date Date Pending Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/922017 10/10/2017 101172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Compliance Metal Rooting info@gulfcoastsupply.com Compliance Method: Evaluation Report from e Florida Registered Architect or a Licensed Florida Professional Engineer A u. -� w -, ", _ _ r, s..� , -. a ... ... ,.. . . ..,_ , ,a _. xa ... �_c � �. ..r �, ., ,°� _ � �. �, .� �:_ _. -,r. � , ... . , u _ � �. � � ..� , . . �, .. � � a .� w � 1 , . � � r � _ , " . x "; «..,,*t.�'-+ , �'�. .. ,.r,,..'�.'.;, ;fi a.....,i .._ .. ,;... _ ,..,Mr, .2, ._:-. ., h z:',. 9wU;:s `3 x. s, a,... n., .., , r....,., ,. a. M :t .i,. .. ,...r.. .. e,.. .s r.,rv:. x.v.'-. ,;r ... "."n�v. 9..c ,�,:,,.,...,. rr > ,.., _..r..x ..ri`! .: tN, ,...x ..,... ,°.iti. Quality Assurance Approved for Use Approved for use Impact Desian Se Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 7 0.032& not Aluminum 5V Cnm Min 0.032& ud S V Crimp Aluminum Roof Panel 4 1 4 N Yes / + q p q p R o ! z2oz a N A wA/ over15t32&goof; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quota Wide 04/122024 No Yes N/A +N/A/ Roof Panel overl5/32&quot; Plywood-116.OPSF 3 1&quot; 24ga. Gulf Snap %qud; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A4-131.OPS over 15/32&quot; Plywood 4 1& uot; 24 a. VersaLoc 1& u t Versa oc & R P + o, L 24 a185 ud Wide Roof anal 04l122024 Yes Yes N/A NIA{ q s q s q over 15132&goat; Plywood-138.5PSF 5 1&quot, VersaLoc .032&qud, Aluminum 1&quot, VersaLoc min .032&quoL Aluminum over 04/122024 Yes Yes N/A +NJA/ 15/32&quot; Plywood--101.OPSF _ 6 1.5&goof, 24ga. Gulf Snap 1.5&goof; Gulf Snap 24ga. 16&goof; Wide Roof 04J12202A Yes Yes N/A +N/JV Panel over 15/62&qud; Plywood-116.OPSF 7 1.5&quota 24ga. Versal-oc 1.5&quot Versal-oc min 24ga. 16&quot; wide Roof 04/122024 Yes Yes N/A +N/Al Penal over 15/32&qud, Plywood 123.5PSF 6 2&quot; 24ga. Megal-oc Min z4 Ga. 2&qud; MegaLoc 16&qud; wide Roof 04l122oz4 No Yes N/A -N/A( Panel over 15/32&qud, Plywood-108.5PSF s z4 Ga. Gull Lok Min 24 Ga. Gulf Lok 16&goof; Wide over 15732&qud; 047122024 No Yes N/A +N/A/96.7PSF Plywood Wde Roof Panel 04/122024 No Yes N/A +NlA/-93.5PSF 10 24 Ga. Gulf Seam Min l Ga. Gulf Seam 16&over over 1x4 Wood Purtins over 15l32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Look, 04/122024 No Yes N/A +N/A/ t6&qua; Wide Roof Panel over 15r32&quota Plywood - N/Al SF 12 26 Ga. 5V Comp - Min 26 Ga. 5V Crimp Roof Panel over 15J32&qud; 04l122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over Panel goof; Plywood 04/122024 No Yes N/A +N/AF131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +NlA! Purlins over 15/32&quot; Plywood-156.5PSF 15/32&goat; Plywood-961.OPSF 16 26 Ga. Gulf Lok Min 26 uo Gulf Lok 16&goof; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&goof; Plywood 17 26 Ga. GUItPBR Min 26 Ga. Gulf PER Roof Panel over 15/e2&quota 04/122024 No Yes N/A +N/Ar Plywood-154.7PSF MSTG40 ____. MSTC52 .......... - ...._...... .___..__.-... MTW12 ... ...................,.. MTW16 FL17244.26 _._..__ _ _...... ... FL17244.26 -- ...... ...........__ .._............ . FL17244,8 FL17244.8 ESR 3455 - -__.._ ___-_ _ _-_ ESR-3455 ....._...... _- - -._.. __ ...------ - ...-__ - - _ .... __ __ ..... ESR 3455 ESR-3455 12/31/2020 12/31/2020 ...._.__-_ 12/31........ ....... _.... 12/3112020 MSTC40 MSTC52 MTS16 FL10852.11 FL10852.11 FL10456.34 ESR21D5 ESR2105 - ESR-26131213112tY2o MITek Industries, Inc, Truss Plates FL2197.1 - FL2197.5 NIA 1/1/2023 ENGINEEREDLUMBERNIAVersionContactValidatedSubmitted We erhaeuser :Rim Board LVL PSL LSL FL6527.1 - F 6527-5 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FLI0456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20.. FL17244.8 ESR-3455.:.: 12131/2020 MTS20 FL10456.36 - ESR-2613 MUGT15 FL17240.5 ESR-3447 1213112020 MGT FL11470.9 SIM200803 P FM35X12 FL578.2 Evaluation Report 12/31f2020 MBHA3.56/11,25 FL13904.6 ESR 2616 FM35X 6U 1 L57 F 8.3 Evaluation Re rt po 12/31f202 0 BH 3 56 M A /16 FL13904.6 E: SR 2616 PA1144 PAU66 PHD2A .......,. _ ".._,.. _ ,_.,;.-. .-- PHXU3516 FL1723913 - - FL1723913 FL17219.3 _ .___- ............. ..._.... - - FL17241.20 ESR3449 ------- - - - - -- -- -`-- --•-•_-... ._.:... -- 9 E 344 ER-0200 ,........1 . - ---' '�--- ,... _ ..... _ __-- -'-. _ ._ _ .... -.; ... _:_:. ESR-3444 12i31/2020 _ _ . 123 !20 0 1 2 12/31/2020 .-- _. ...:. , ...... 12131/2020 HDU2-SDS25 LTV3.516 G' FGTR C�S16 FL10441.4 _ FLi0667:$ FL11473.2 FLI085i.1 ESR-2330 - ESR 2615 SIM200802 ESR-2105 ;. j v - t""""""""' `"""""""-"'€ The products listed below did not demonstrate product approval at plan review. l understand that at the time of Inspection of these products, the following s . ,,,_w�.,_ „__....,<,,...-.�_.: information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) � ___ __I L..._-._.-.'-- _.-.._----..-....__.- __.._,.-. - _.__.."-.- .-----.---,_, _._...-.-- _.., �..._.....__.. _. ,......__ _.,._--.-. _„-,._ _ - -. _. _ - I ` ? , . -. -. _-. __ .._:,___.._,._ .._ _.,......_.. ..__:..., w__�_--__ _..._,_.___. _,.,,-.._..,__ (_._,......,_.. ... ........._. ,Y.....,�- .. _,_,......_,.,.: - ,,.....,....:,, _ i. , ..__.._..,._ --_-..-_..,:....-.__._.w.v__:. ....-....r_..-�__.,.._.._..._,-..,____,_,.:_.__.__._.._"m._._. -,...- _r-._..-._..._.__...._.__.......,_..,,:.. �.vw_.._.._ ,.___.,-._..-__...-�."...._.-.. - , t _ _. ._ ,._ _.___ _____ _ _.___,_-..__._ .__ m ...,, ,,.__._-._. _._ i `s i I t r I --- '--"'-.--------I---,, i i ' I. I ._,___. __..._--______.,._.,_....._-.,._.__.____:.._,..__-,-...,._...,._.._..__.....___..-.,_._,_-...._ ...,_....-... ....-_...._ ._ _._._--,-..._..- _.___.-._,._.-_...„._.._.. _..„...,.. _ _____..-...._-.-._ ,;...,..-._...-_ _-._.-,-_.,,a.-_._._...._,....- .-. _...,,........,. _,.-----_._:.._ _,-.,-.__. _..-.-..-._._._ , . "._ .,._.-.-'-----­­- I.3 l ;, i -;; I„ ,._ ..._.".., t 4 i i _, _,..,,_._ , ,_.,..,..,_ _.., ._._..,,.,.. _m__.M___ _,_..___... .-__._,-,_. .,.. _,. ____ .....,- . ,-,._..._.. .,_,..,_-..,,-, ,_... -_..., _ _ _._ __.,_ _.m_,_ _ ,_ _ 6 ° , i I __..__ - ._ _...,-__ _.m,...; .,_,:.._„ .._---,_ m._,-..__. _._..-_.,_,. _,._._ _._...___ .,.._.....-,.m,____�_--__._.__..___ ..,.-___ _.._,-_- __ __._. _ E -t „ _.-,_.->-. ,._._-.--,.-.„E. ,_ ._...._., .m._s_._..,_,-.-_r., _. s ,....._ ._..._.. ,. _,.] y_„ _......... , s - -. x - i _ _ _ .. .,_ _ APPLICANT SIGNATURE DATE ! i__ , RFUS FL6223.5 En�luation Report p 12/31/2020 H1 FL10456,5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL1723B.3 ..... ESR-3448 12/31/2020 H10 2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR 344$ 12/31/2020- H10A FLI0456.6 ESR-2613 RT16A FL17236.2 - _ ESR 344$ - 12/3112020 H3 FL10456.13 - _ ESR 2613 RT3A FL17236. 3 : - - SR 8 E 344 12/31/2 2U 0 H4 FL10456.14 _: ESR 2613 RT4 ........... ,.. ......... _ ........... RT5 ......-. ........: ... ..:... _ . RT7 FL17236.3 ..... ......... __...__ ____.,_ -..._ ...._., FL17236,3 .... FL17236.3 ES - $: R344 ....._.. ... .._.... _ ......... _----- ....___.- .... :.: _ ._........ ESR-344$ ..._..:_ --_..._- , . ESR-344$ 1 Z 31/ 020 d 2 ....__.._.-.. _ 12/31/2020 . .... ........ 12/3112020 H.- 5 H2,5 H2.5A FL10456.15 FLI0456.11 FL10456.12 ESR2613 ESR-2613 ESR2613 RT7A FL17236.3 ESR-3448 12f3112020 H8 FL11470.3 SiM200803 RT8A FL17236.3 ESR-3448 12/3112020 SPI FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31l2020 SP2- - FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020. SP4 FL10456.43 ESR-26.13 SPT4 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SPB FLI0456.45 ESR-261.3 SPT8 SPTH4 _ ........ ... - ........ SPTH6 .__ ......_ -........................- - _........ SPTH8 FL17244 32 FL17244.32 . ....._.. FL17244.32 ......... - --`--.- ...... ... FL17244.32 ---.................................................._ - .__ . ._..._-.---- -. ESR-3455 __......_.__ .. .... - - - ....._ ---- - .... ESR-3455 - ....... _ ....... ... ._.__-- ., ......--- _ _ .,,...... ESR-3455 - - -- ._...-._....... 1213112020 ... _ _...._....,._ 12/3112020 ._ ___ .. _- _ .......-- 12/31/2020 - SPH6 $PH$ - U24 FL10456.47 FL10456,4$ FL10655.141 ESR-2613 ESR2613 ESR-2549 SUH24 FL17232.13 ESR-3445 12/3112020 HHUS282 FL10555.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/3112020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business &Professional Regulation Page2ef2 Building Codes and Standards 328/2018 Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2026 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232A6 ESR-344`5 12/31/2020 HGUS414 FLI1468.10 SIM200804 THD412 FL17232 16 ESR 3445 12/31/2020 HDQ8-$DS3 FL10441.1 ESR-2330 THD612 7HDH414 .. ........ .... ..... ..... ..... UGTS3F ---- ....... -...... UPHD8 FL17232 16 FL17232 17 _ .. ...... .---- - ..-.- ... FL2033 1 ...._...._...._ ._.,-.._ ..._.. ......._ FL17219.5 ESR 3445 .. ESR 3445 ......_. .._ .._.. _ ...__ ,.._----- ,.- , .,..__ ,... Evaluation Report ..___._-.___..... _..... __-........ .__._..,..._... _,,,..._-__,_._.�_ ER-02M 12131/2020 _.. _. _._........ 1213112020 ____ _.,..„__..... 12131(2020 MSTAM36 MSTCM40 - HHETA20 FL11473.19 FL11473.19 FL11473.9 SIM200802 SIM200802 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Design Sag # product Modal. Number or Name Product Description Contract Expiration Date In HVHZ outside HVHz Resistant Pressure 18 26 Ga. GUIfPBR Min 26 Ga. GUIfPBR Roof Panel over lx4 Wood 04/122024 Yes Yes N/A ,NIA! Purina war GYPS goof; Plywood -N/Al 19 26 Ga. GuItPBR Min 26 Ga. GuItPBR war 15/32&goof; Plywood 04l122024 Yes Yes N/A 20 26 Ga. GUIfPBR Min 26 Ga. GuIfPSR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ Plywood +NJA,` PSF Min 21 26 Ga. GulfRlb Min 26 Ga. GUItRIb over 1x4 Wood Purlins war 04/122024 No Yes N/A +NIA/ 15/32&quot; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GultRib over 15/32&qud; Plywood 04/122024 No Yes N/A -NIA! -159.2PSF 23 26 Ga. GulfRlb Min 26 Ga. GulfRlb over 15l32&qud: Plywood 04/122024 Yes Yes N/A +N/AJ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over tx4 Wood Purlins over 04/122024 Yes Yes N/A +N/Al 15n 2&qud; Plywood - N/Al SF over 1x4 Wood Purlins over 04/922024 No Yes N/A +NJA! 25 29 Ga. GulfRib Min 29quo; Plywood 15/32&goof; Plywood-123.5PSF 26 29 Ga. GultRlb Min 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/AJ -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GUIfRIb over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ - Min 2 qud; O.S.B. +N/Al PSF 26 29 Ga.. GulfRib Min 29 Ga. GulfRib over 7/16&goof; O.S.B. 04l122024 No Yes N/A +N/At -116.OPSF - - - - LGT3-SDSZ.S FL1 1470,7 SIM200803 LGUM26-2 FL11473.12 SIM200802 - - - - - - - - - - - Search Criteria Code Version; 2017 FL#: 11651 _ Application Type: ALL Product Manufacturer: ALL Category: ALL - ComplianceSubcategorALL Application Status: ALL Compliance Method: ALL - Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside WHIZ: ALL Impact Resistant; ALL Dasign Pressure: ALL .Date From: ALL Date TO: ALL I SHEET NO. PA 1.0 I _11i N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP APp Pap. 1 of a 12MV20+6 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pi 3ora 12/12i201e' Florida Department of Business & Professional Regulation Building Codes and Standards pew, orl 1P.,12p18 Florida DepartmentBuilding Codes and Standards �l Regulation �1jel {� Q CL 0_ O f'O M —0 6.{� fall 1: SERIES ill 2r9S19: entity or P& 2sk Date Pendlna asilk IygL version Manufacturor Contact Endrber &Llaenae Ydldeted By aV (Mated Submitted FBC Aoomusl Ao—red $yya Erbil or. Qg(g 20 Data Pendlna 2113. �Sversion Manufaduror Comic( Enamor&Llcema Vegda2ad By Wool Submitted FeCAtimi l $g$Lgygl mjgt( Fl Revision 2017 9aa3 1 7herina-Tru Corporation. category: Edadormors Subcabecry: Stul lip Exterior Door Assemblies Compllance Method: Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Product lAoeel. Numberor Name a. TliermaTtu Fiber Smooth -Star Pock Wright Lyndon F. Schmid P.E. Ryan J. King, Ill (419)298-1740 PE 3409 (813)767.6555 rickWovebldgconsultabs. com fluallN durance —f1 product Deecdoter, Contract Ezatratton Date Nominal 6&#39;8 &quotNor,lmped&qui l; Opaque 12212020 Composite Edge Fiberglass Single Door gnsm2g2Asvfl ,X eomaguration) 10/152017 07/1T12017 Will A.uraved for Us. A.arovedf.r ues InHV Z Dutelde HYHZ No Yes 1211211 Imosct $g;Jitggt No Approved De^tan Pre�ure NfA Revision 201T Therme-Tru Corporation category Fxlemrpoors Succeed cry; Svdnging F6dadorpoor Assemblies Complianae Method: Evaluation Report from a Florida Registered Archfied or a Licensed Florian Professional Engineer Sea#: Product Metlel. Number ar Name 1 a. Thermal Fliler-Classic and Smadn-Star Rick Wright Lyndon F. Schmidt, P.E. -Ryan J. King, P.E. {41S)29&1740 PE-43408 (e13),7a7-6555 lckwlOrwbidgcohsultads. com ..„... / Ouelkv Assurancb Praduet 0baeridlon Cemree2 Ez.intHn DaH Nominal Stil 6 &quo[Norrlmpad&quot: Opaque 12/3irMil Composite Edge FWagbss Single Door (Insv&ng0stswmp; X configuration) 1?J732017 12FI312017 122172017 02M32018 :Approved „` .., •.; ,,-_.:... ^ •,.J •�.. ..>:. f .., •, .. A .roved fort a APP—drorl Ica ac Dead, fg� Gutalde HVH2 Reslsfent P.—no No Yes No WA � I= Version Revisal 2017 FLU AMA 1 ) Tbema•Tm Corporation Cebgoryl: Easel Dome Su60aeaory: Swinging Exbdor DcorAmembllea compliance NWNw : Certtk*Um Mark m Lsd*g a. &gwt;Ckuk> Crait&quog and liquotilum amark by Themb-TnrBquoC �-g $ Enolea&Lko Veleebd By Rick Will Nafbnal AocWbWn& Ryan J. King,IP.E. (419) 2WI740 Management besute (813) 767-OW dcsavilifimibld9oonsutianta toll OtOW AanppgE 8f8 and &4 Opaque and Glazed Fbwgkm Dom wkn 12131=1 and WAvA SWORD. hearing and Outil lg 20 20 �atlgmll 122012017 OR12112017 htgE&edfar Ufa Approved g] No Dads Pascal 20 Aagr� 1211 for lbe WNW t Ya No � WA ANN Approved � mm y,�gg Reviskn 2017 pa3! 5 fatpgfwW Tbwma•Tru Corporation Category: ExMdm Doom SubOabomy: Sringkrg Exbrbr DocrAuemblis Cmnpaance Motlad CeltlkOw Mark or Lill" PraAuetebdN.Munhrar burp e. 8qum;SmoolFStarBquoY and &gwtBenc nwk by Them*-Tru&quot f Epps Veldsw By Rick Wright National AcoMkoWn Ryan J. King, P.E. (419) 296-1740 Management Institute (813) 787-MS rkkwonabMpconeWbnts. corn BIB and slit Opaque arts Giazsd Fmerom Door wah 120 12021 and without $MeWm. howling and Outswkg 20 20 yid 8,WKWd 12202017 092112017 Approved for Use ffii No 20 FOO Aa�!ffi AnpmY� 12/2Z2017 jgpag grg�gg, )jam Yes No auBa � � f�pp [egg WA /V� �f'!1 '"1a _W V� v! �r � J `v U O O � O 1 , �t = }a L.L V O �.r i}— ♦'/^� O VJ T! � ' L �^J1 A 1 '^ W L v, O -tea CU �r U (�'• � (n ^+ W aT� � V O L >•L Q 6 f, enna Floan-Classic and mo _. 18r Nominal ;0&quot7Jon•Impaq quote opaque 1 1 020 No Ye. A Composite Edge Fiberglass Single Dom nywm tsvd ;X configuration) 6 L.Therma4ru fiber -Classic and Smoot-Stor Nominal 88a73S;0&qulc;Noalmpacl&quott opaque 12131/2.21 No Yes No NIA Composite Edge Fiberglass Single Door ansa7ng/Culs+Nn9; X cglH9umtlon) 9 I. Therni Fber-Classic and Smooh-Star Nominal 61Jsi &quotNon•ImpadB,guot;Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Do" (Inav+ngroumalrg; X configuration) 9 I. Therml Flom-Clasalc and Smooth -Star Nominal Sell &quol;N—Impect8gim; Glazed 121312021 No Yes No fill Composite Edge Flbergial Single Door p ror In WWA ; X coal ura0on 14 n. Thermal Fiber -Classic ardilmooth-Ste Nomina1%AU ilqua orHmpact&quot; Gilead ImInO20 No Yes No N/A,14 Composite Edge Fl 1919 s Sirgla Dom Zl)»rstion normal er, sac o na - "Pi'llifill*aIllumillood No s. Composite Edge Fiberglass Single. Dear (fnswing/Oulinift X coMgu-Bon) mkingHkitswl ,Ill r1a Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 120/2020 Florida Department of Business & Professional Regulation Building Codes and Standards Paw I of IMMIS Florida Department of Business & Professional Regulation Building Codes and Standards Pegs I Of News Florida Department of Business & Professional Regulation Building Codes and Standards Illegal Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Appllcatlon Detail id I" d�lTgt7Y .,h :: t -, i. Y .a ; T•,, „• ,• Fl1+aY70.R6 Jydd¢ - FL92af.R2a §gag 1 2 3 Product Model, Number or Name SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD SERIES 420ALUMINUMSGD REINFORCED Quality Assurance Product DeecrloUon Contract Exolretlon Data SERIES 420 ALUMINUM SGD OXO 12/3112020 14b3/4&qud;x80&qud; NON -REINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX 12131202G 96&qud;x80&ql NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 145-3/4&.qud;x96&qum; Auoroyad forUseAooroved for Use In HVHZ Outsltla HVHZ No Yes No Yes No Yes Impact Resistant No No No Deslan pigs g WA NIA WA 22a MailVersion Rouble. 2017 Monufatww Clopay, BWging Products Company C&MM; Exterior Doom SuIrCaMM: Sectional Exterior Door Assemblies Compliance Model CoNflcatlon Mark or Lilting Enthy or caltest Emblem & usual Validated! By Mark Yvas*d*W inbmkT Sankey NA Gary Piuehbr eefmp ry (513)770.8082 Ina (513)51MWO mwstwftmodopay.mm 29s, 20 Data Pending 11292017 08/102017 )� 12106f2O17 Awn Approved cam Reyblon 2017 Cknpay Building Producer Company Category: Exterior Doom SubGbaory: Sedbnal Extnbr Door Assemblies ConrpOawa NWOW: Certification Mark or lbtlng Valuated By Merit NteelerfisW Ibertak Tacarg Servicea NA, GaryWcehW (513)77041082 Ina (513)510.8568 memater6a*Igdopayi lid liJ� vertical t 11292017 OBI7012017 ) Approved 1210612017 Ali" Approved %9f� mm Varietal Revbian 2017 Mandel gg PGT lnduefdes Category: Exactor Dom Subcategory: Sliding Exterior Do rAsaambfiee Complbnea Metal CemOflcetlal Mark or LkfNg ffntlNa ,a Li g YaOhbd By Deen Roark MIam4Dade BCCA-CER Mlem4Dab BCCO-VAL (941)488-0100 (786)315-2690 d-adcifpglindueldse.com g am Yale SyYIDI1Mf 1Z2W2017 11282017 1 g 01 FEW Automated Aga®rap 122512017 44lgt Approved 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12/312020 No Yes No WA Fli1&279.Ra Prodeie FLlRa14e2a Products 5 SERIES 420 ALUMINUM SW REINFORCED XO, XX 96&quotx96&glct; SERIES 420 ALUMINUM $Go REINFORCED XXX 12131/2020 143&qudtx86&qud; No Yes No N/A AMA 37 or Nam 037 Vel PAN-2F161: 994, 73, 75, 1600, 190, 76, 4A, QtiEgCAmema Steel Pan (min. 25 gal Sbgle•Cer (up to W(f wWgSf a) 21ill In t0VHZ Dotal mftli No Yale bod No Design Pmum* +30 PSFl32 &ati 53 ProdrctMp Kwtdm!WNoma 063 y18.18 PAN.2PI63 &A, W, 73, 75,1600.190, 4R3T, Quieffity Assurance Steel Pal (into. 25 gal Doublol (Wr to 1W Offill 8 Aooroved for Use Aapciated,for In HVHZ Gallows-!!mi No -Eke hastat Yes No coal Pressure *30 PSF630 In! 10 SGD-070 (Large kftsk Impact) - Q(aft,Am Vinyl SlMtna Ohs Door "I'l 21 Andrei for Uses Aacraved IB.HVHZ Yea for Uea litia'& outalaAfVHZ J Yale Yes ,Detail Pmsuma WA 78V, MW 4RSF, SRST, 6RSF, OW, 48, 42, W, 488, WINDCOOE&#174; WSGmage Dom PSF 4RSF, SRST, 8RSF, 48, 42, 55, 48B, 429, 50, Goss, wide) VMDCODE&#174; MGape Dom PSF 426, 55S. GM, GDSSV, GRSS, GR6SV, ARSE, AR68V, GD6SV, GR6S. GRSSV, ARKS, AR53V, E05Q EDBSV EDBS, EDSSV Dap eg Florida Department of Business & Professional Regulation Building Codes and Standards Pol a1 a2o+e Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 3 fr2o2020 sego Florida Department of Business & Professional Regulation Building Codes and Standards Illegal 115=18 Florida Department Of BUBlle68 &Professional Regulation Building Codes and Standards Pew, of Val Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail HLtFF749&R3 prj,y„FL#11874R7 ' P.s Still MW version jiftegiatigal EntW or yam( Io 21M Dab Pordgm Validated al FOCAODMW R. Ap>romt 3tgtn Sin# 2 Praduct Model, Number or Name 185 SH call Assurance Product D—(-bison Comsect Expiration Data 521 Fin/Flange From IG/SG Single Hung 10/08/2023 Aooroved for. Use Approved for Usec In HVHZ Outside F+YHZ No Yes Mimi Resistant No D 9w Pr_assuug +a0/60 Q9a! mm Version MLnuhwtuw VafMWd By 21111 20 yeeldated i Daft Pascal no FBC Aparwa AID $twla 220 1,yg Version MmLffmcU L f Centel Encinver a Lbeme VaIWand By 21M no Vandobd Asissfaid path PONIM 2@k FR4.ADWOW! Acafand $dam Revision 2017 CURRIES Division dAADO, Ica Ca eery: Bearler Doom Subcategory: Exterior Door Components Dedle Dave UL I Ted Bum an, PE (641) 4942844 (305) M 4707 davecledlo®sea#/kyco 11130/2017 1025*017 1210512017 Approved Lemi a ed GI ss Revision 2017 Clop ry BM g Products Company 9ary: or Doom Supaw:ry: Sedbnel SmallSmaAssembliesmweetemeld�clopay.00m Door Assemblies b SubCate Merit Wesbrw Inbdek Testing SeNlas NA, Gary Pfushler (513)772 Ina (513)619 i lrAM17 0111,10/2017 1210Ill Approved Rovisbn 2017 Clopey Fins g Products Company SubCabp ory: SectionalEkterlot Door Ata*mblbe Mark VsmWeId Intartek Testing Services NA, Gary PNehler (slit) 770n a (519) 61&8568 ts.cormn mwebraeltlQoiiaY 11242017 08/10/2017 121062017 Approved Cmnplb wo McBwd: Certification Mark at LMng If compliance Motwd: Certification Mark or Luting camphorate Method: Certlflcaton Mark or LMkg FL#f1m74tr fMYR Produces Product Model. Number a Keme Preduct n Aparoyed for Use Apereved for Uea In NAM oumiab HVHZ Iiessil pmbtua ! PMEBU a liong product Mofti, Number a Nam Quality Aseurfuce Product Dmrloftn coastal Expirsdan DitA Approved far ilea infeBli oubw. 41!! based HVIIZ fieshal Realm Pressure Eaaf Produce NOW, Number OLoW Assurance ProckwtDmdnum Aoprovedfor Ups Apapved lal9(Hi for Use feelMgt 4lf idg HVHZ Rssidlffl Dula, Pnotu, 1 607, 707, 727, 747, and 847 Single and Palm of Doom Flush, Glazed, and lowered single and Pat -of 12131=6 hol ow meal doors Ys Yes Yes WA a5 085 ri8-0SPAN-2Fi53:79,75,84A,94,42,46,42B,488, 4RST. SRST, Goss, Gil All El Steel Pan(m*. 26 gal Sin�e•Car(up to 9'('wNle) 05121=8 'MNDCODE&#174; M Gangs Dom No Yes, No +38 PSF PSFl•42 102 102 MIS PAN•2F163:73,76,84Fy K 42,48,428, 486, 4111 BRST, ODES, Glil ARSS, ED6S Steel Pan(ri 25 gal Double-W(9'Y to 167 0521202a wd s) WINDCODE&3174; Wit Games Dom No Yes NO +37 PSFI.41 PSF Florida Department of Business & Professional Regulation Page 2 of2 Florida Department of Business & Professional Regulation Pagel Florida Department of Business & Professional Regulation pupa 1 of Flodda Department of Business & Professional Regulation Far.I f2 O Building Codes and Standards 1202020 Building Codes and Standards + +e Building Codes and Standards 115=18 Building Codes and Standards 1=12020 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail i J, „ 9991 Ty Val Manufacturer EMIN ar Cpntxt Endnaer& License Validated 6v We two Date Pondma Vdidatad Submitted Fall Approval� Dom§, Aporaved Status ]'yga )(� a M fy&yQf Yelidebd By � � ode Pandkm Ya@tletd $( j1 � Aggtarfd ifM41l � IYlla Version ! � EBpWM VetldeW By � � ` SdhmMbtl � �� � FDIC Postal Approved f� 5 # e - Product Model. Number or Name Quality Assurance AnOravetl tin Use Amrovetl Product DescroBon Contract Eliminator; Date H JuLVH2 for Use � Outside HVHZ Resistant Pre re CIO Revision 2017 MI Windows and Doors Category: Windows Subcategory. Fixed Compliance Method Certification Mark or Listing &tint Winger American Architectural Steven M. Urich, PE (717).365-3300 Manufacturers Assceiation (717)317-11454 b itlingaromlwd.com OW42019 OW42019 06/072019 Approved RevMmm 2017 POT kxlueales Category; VMdaee C=Oknc ry, F&od Compliance aiaModr Certification Mark or Lbtlno Dean Roark MWf&009 BCCO-CER MteM•Dsde BCCO-VAL (041)4"00 (786)315.2601) dnarkepg Active rbe.man 1V202017 IZ/0M17 1212=17 Approved Revision 2017 MJM394M Products PGr industries Cinatia :Wkndmm SubOabaory: Slegle Hung Comgglawe Metlrod: Certification Mork m Lletlna Dean Read Miami -Dade BCCO-CER MWngleN SOW -VAL (941)486-0100 V86)316-2590 do ork®pgandueb%e com 122101 12+0512017 121 17 Approved 1HS 188 Fin and Flame Frame 73 2Inwlted Class 02/i6 024 No Yes No +55/-55 Seri # Product Model. Number or Name aMhv Assurance Product Downhil lon Contract Expiration Data Apmoved for Use Aooroved for Use In HVHZ Outbids HVHZ Imical Resistant e)1 swii prom. FL#2434M Products !limp! 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Evaluation Report from a Florida Registered AmchSed or a licensed Florida Proemial Engineer EnakGIK � PiDgWa[.Zl,Id4W! Vagdaed By Rink 2WI Lyndon F. 8ohmldt, P.E. Ryan J. KIg, P.E. p19) 29&1740 PE-43409 (813) 787.6656 ddcw®rxblmgcemuSsnts. cam bat! Dot Pfnmro YJIIWMaA fB%dQgt4YN 10118f2017 10/1872g17 iDl22rL017 pm, Amasypa 12/122017 $.4m Approved # odu r o Ouallw Aawrance d De t AoorovedforU a Aooroved for Us q Imoad oastnxcaw Pr re ]Yea Ypol9a Revision 2017 Fl#nl.RII Pmduob LtemlLghln[ PGT IduaaW Cab9ory: VAmkws SubCaegary: Muaons Compliance MNlwd: CertBketion Mark or Listing Entercarbma Snt�gt Enah*er ilJcenae Vatldubtl av Dean quark kBanrFDsa BCCO •CER (M) 31ads aCCO -VAL (941) 486-0100 (788) 3152590 dreerkilipgdndsltae.mm V � ti3imGtaa 1210512017 11/152017 Aopuovedf the 1L al mov FBCAooroved AgsrsYffi 12109f2017 Approval vemi ]Ygs Yanitm Revhbn 2017 LYB+gagElf!! cess W.HardlePa el vasg Product, Inc. 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PA 1.1 Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail es of3Florida Pag +rmaozd Florida Department of Business & Professional Regulation BuildingCodes and Standards Product Approval Application Detail Page h of 1 1ad/202d FloridaFlofida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I a, ,rarm,a Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pegs I a I ,nrm,a -i—a � > O .tea Q 0 Q O = •� U /� ♦ \/ U O 0 tL.., L"• ^ O LL /T� V! oftEntity or 2d9 2" Date Pentllnd 20 Was Version Manufacturer Contact Engineer&Llcomes Validated SV Validated Submitted FBC Aooneval Aon_vd Status Revision 2017 GAF Michael SOeh Robert Nieminen John W. Kne ill PE I2h 12019 12/11/2019 12MO12019 ding FBC Appn Category: Rol (800) 7853411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles mslleh@gef.com Compliance Method: Evaluation Raped from a Florida Registered Archlted ore Licensed Florida Professional Engineer �,, , ,... .. ,?. lLuellty Assurance Approved for Use Approved for Use 1@8ast Deslan Code Mtv or 2110 DateDate Farrell W e Um Version Manufacuar Contact Engineer B Cleanse Validated By Validated Submitted FBC Aooroval Ananias atahhn Revision 2017 TAMKO Building Products, Inc. Kenl Eden Zachary R. Priest Locke Bowden P.E. 10/192017 11 10202017 12112r2017 Approved Category: Roofing (417) 624-6644 PE-74i (334) 300-1600 SubCate�ry; UndedeYrmants kerri_etlen thanko.com Co pllence Method: Evaluation Report from a Florida Registered Ai chltect or a Liceneetl Floride Professional Engineer ,., „r .::. R _:, r.�,•, .,. ,::. ,..,. d, . „�_.,..., , Quality Assurance Ag raved for Us, Approved for Use Impact geg(ygi Fut9nfa42 2M Entity or tom. 29t paw PUMUM 20 Mao Version $ &L Vsalehd0, d(aHNfall EIS l A00� $1� RevNbn 2017 LV. Thompson, Ina dba Thompson Architectural Tony chdolmon Zachary R. pin" Lode Bowdon 10110=17 1011012017 101172017 12/122017 Approved Metsis company (rAMCO) (813) 2483456 PE-74021 (334) 300-1800 Category: Roofing bny@gom Wkoofing•� SubOatsgorY: Rg091g Accessories dralaaM Integral Part of the Roofing System compliance Maarod Evaluation Report from FloridaaptebrWArdArchitect o a Licensed A FomIda ProboionstErep near [Le1f91B42 Prp1ucts Fta1991a R2 Code Entity 20 29t Date PKMM 20 lYda dt9nlm Iffi I!nalr M r Va i11W� Approved Revision 2017 LV, Thompson, Imo. dba Thompson Ardaedurad Tony Chinaman Zachary R. Priest Looks Bowden 10110=17 IOIIW417 10/17/2017 121122017 Approved Metals Company (I'AMCq) (813) 24&9456 PE•74027 (334) 300.1800 � t011Y�01metBy00Mg.COrn1 Subcategory:"ng Accessories that ma an Integral Part of the Roofing System campanili campgMatted: Evaluation Report kom a Floridabnda Artlhbeore Clam ForIOe ProfessionalEn9kne P�� Sao H 1 Product Modal. Number or Name GAF Asphalt Roof Shingles Product Deecdotlon Contract Exoiratlm Date Fiberglass reinforced 3-tab, laminated,. Stab and 12/182022 hip/ndge asphalt al l In HVHZ No Outside HVHZ Yes Resistant N/A Pressure N/A INA Product Modal, Number Name Ercil Description Contrxt Emlratlon Date nl HVH2 Outside HVHZ Resists Pressure A" 1 - TAMCO FM R4 Top OMgs VandwMMe Bafor TOO ORM AsMrance 26 ga. static roof vsMfakxwdh bsMe Oavorim Asterovdjorl�, Agate ln)MQ .dlltmz Yea Y" 1®UM l WA Helga 1� WA Ala 2 PTG&WtMedeLNuMww Mama TAMCO Goaansdr Vem gIRASLdrsllrs0at 28 ga. ollea 28 AIm lN! A In FJ�. 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Date Panchen two FLi M04t2 R.MeQ1s42 FLMO06KI Tv- Version Manufacture Contact En llneer & License Validated By Validated Submitted FBC-Auoroval Approved status mm 2Wb Version Histil eaalm ff"ft contact Emb—a&License Vaimew By 20 )(ems 20 Submitted Data POMIM dial Do% An,,,v d AMR [nil Sr.4ft Version musemstim Entity cooled Eoabllrs License VaNdabd Be )die Data DOW Pend Validated $1NlB9fod FOO Approval Ode. AggroRut awn 2W Each ylrsbD Entity or E'Daha &Lk� VdMeted It, 20t 20 DWPOOMM validated ElitllgM FBCAlrttr e l 20 Aalamced $1a11R Revision 2017 Lomanco, Inc Category: Roofing Andrew Carter James L. Buckner, P.E. Steven M. Udch, PE (601)982-6511 PE-31242 (717)317-8454 04/09/2018 12I1sfW17 04/152018 06/122018 Approved Revision 2017 LV. Thompson, lea take Thompson Ardwbc w Tony christened Zachary R. Pled Looks Breeden 10110=17 1W102017 IOM72017 12l122017 Approved Revision 2017 LV. Thompson, kw dba Thompson Arehloctual Tory Christman Zachary R Pried Locke Bowden 1W102017 10/1012017 10177=17 12/122017 Approved Revision 2017 Florida Maio Product Inc. Clark Jones Jamss L Bucker, P.E@ Michael John Rle rar, 10r2=17 loffl 77 IQW/21117 121121 17 Approved Subcategory: Roofing Accessories that are an searter@lomancacan Lbtab company (TAll (813) 2483458 PE-74021 (434) 300.1800 Metals Company (TAMCO) ($13) 24834M PE-7402t (334) 300.1800 Cowell Roofing (804) 783.84M CBUCK Engineerkp P.E. Integral Pad ofthe Roofing System Cebgory: Roofing tany@gemstal ooMg.com Caegary: Real romy@gortrebkoolov.mn SubC@b": Roofing Accessories theasa an dwk@8srnco.00m PE31242 (MI) 414-7587 Compliance Method: Evaluation Report tram s SubCabpoy: Ro aft Accessories that was an SubCahgoy: Roofing Accessories that as an - Integral Pad of the Roofing System Florida Registered Archaed or a Cleansed Florida Integral Put ofthe Roofing System Cempflanee Medwd: Evaluation Report from a or a Lkeneal Florida Florida Regitonal Engineer Professional Emgkaer kdegal Pad of the Roofing System CemPlbnn abthod: Ev4kWm Reportfmm s Florida Registered Architect or p Lkstieed FlorWa Protsesbnal Engineer RIa21e9g41 Comp6 LUV d: Evaluation Report from a Florida Regbbred Arohwct or a Licensed Florida Profssebnal Engineer PradhhMa Professional Engineer FLrH7z62 R3 f foduets` P 4. , i r " S .. ,.. „'I u, � � r � Vim^' r, - ,Y , *_..<. �. : ,. { NMI Quality Assurance F X Approved for Use Approved far Use impact Deal FLIMM84t2 Products "Metal Products 3.00 Product Model. Number or Name Product Description Counsel Beal Date In.HVHZ Outside HVHZ Resistant Pressure Guests A� Aglaoved.for Use Aggrieved for Liss IMD@ t gsbB QLIRW An Anatol for Use Aamoved ter if" mwoa Rfabn Sig.! ProdwMal Number or NameCanbMdFja*WJW 94RY9LA9YriD@ Date Aggrs1C4li�. Aaorovd for the 10.IIY.tS£ IRglgt di91® Formal 1 Deck-Nr'!" DA-0 Low Profile, Pdypropylene Plastic Roof Vent 07{702021 Mechanically Attached to Plywood Dock. 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Boal Roofing Category: Roofing $UbGabgory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity - Anderson Robin IAPMO Uniform Evelualan Gary W, Walker (801) 380-6091 Services LLC. (205) 85"160 RdSinMtlerson@borel:do m 10/18/20t7 10N62017 102172017 Approved Revision 2017 Glottal Protection Products, LLC. Category: Shutters SuhCabgory: Storm Panels Compliance Method: Evaluation Report Irma Florida Registered Architect oraLken58tl Florida Pre Professional Engineer - Tim Robinson Willer A. Tilllt Jr., P.E. JahreW. Knazewch, PE (964) 689-7545 PE-44167 (95R 772-6224 Ilm:robinson@gppeni:com 00/062017 08r312017 09/1120t7 12l122017 Approved Revision 2017 All American Shutters and Glass category. az Carteg Shutters Subcategory: Storm Panels Compilence Method: Evaluation Report from a FloridafsRegissional tered Archlhet ore Licensed Flodtle eer Mike. Barbieri Frank L. Sennardo, RE Tr Bishop, P.E. 54 -0 mike @ally 82 pE-.0046549 (95q 947-0880 mikab@ellemericenshutte rs.com 1oMWilla 10flui lo232018 12/112018 .roved 'fop Revision 2017 rTW lSt cidthal antis Group Ina Category: ahuotuss Can vents pp SYbGbgsry: Truss Pistse Atstlrod: Evaluation Report from e Col Evil Product Eveluetlon EntityPro Stuart Lewis ICC Evaluation 9srvlce, LLC Walam M. 1-Ranisd, PE a 918-8473 ( 7) (4W) 881-1917 elewb@abiMaw eom 09118Pd017 O9/07201Y 09r212077 Approved Cn — - FM29"% Products, sea# Product Model. Number or Mama Quality Assmaruca Product Description Contract Expiration R& Approval for In HVHZ Use Aporbvad for Outside HVHZ Resistant iMel� pressure F..,.__ St9.IE 1 � � :-� .. - ., �.- Product Modal. Number or Name 20 Gage Galvanized Ste.] Storm Panelsill :: c, . �> :: - = - . _ �;. �- Oualmv Assumrce Product Description Contract EZWm anon Corrugated Galvanized Steel Stone Panels retained 12/312020 , � ,,,, Aomoved for Use AoprovedforUse Date In HV14 outside HVHZ Yes Yes ,> _., .. Impact Rash hard Yes .. .... Deal Pressure N/A §ii 1 Product Model. Number or Name 249a Gavanzed Steel Storm Panels -' Quality Assurance Product Description Correct Expiration Date 24ga Galvanized Steel Storm Panels 121312020 - Approvedfa Use Apmoved for Use In KVHZ Outside HVHZ Yes Yea larval Resistant Yes )fig} gy$yori N/A AW 1 ProdldM M.Nu bor or Name ROWWAYAbka HIgher Strength Of B�np; 8) Product DmdaWn Metal Conrbda Pate 1YJ72022 Aag�Sbe AOPLMfW. 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Shake 20 Saxony 900 - Shake &amp; Slots Flat Profile -Lathrop, CA 127312020 No Yes NIA WA 11 a um ro cover 1213W020 No as NIA NIA 28 Villa 900 Medeum Profile- Lake Wales, FL 12/312020 No Yes NIA WA Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Pep I a Florida Department of Business & Professional Regulation page I of I Florida Depatment of Business & Professional Regulation Page 1 a1 O Building Codes and Standards +�+a Building Codes and Standards 115Q016 Building Codes are! Standards 951 Building Codes and Standards srmis Product Approval Application Decal Product Approval Application Detail Product Approval Application Derail Product Approval Application Detail FL,M9 4U 911e EIWW 20 21M DowPandlss 21M &.deb ErIShL.9L 20 20 Daft Partial 26k ELatDK44 gross rxvsL ROW slab Dab pending stab U011i Coft EnW or 10 Dole Dab Pmdm 2de Ear Version l Vidhirw By Volidefilead Submitted 1BQAgrs4lW AID SY6R Ear Moral tbrsdallga< Smbatonakow &Iium yaimadBy validated Submitted FWAwwovM Eaaa Varslm lam PaglgnLaLladaa ValklebdBv Validated AWOW FW ADDFDVal Agamned Elam MW V" tthgrhwwm Eng Validated By Valli Submitted PO&A Agghmedl Awn Revtslon 2017 rrw Balkag Components Group Ina ceteeary: struc arol Components SuhCabgory: True Plain Stead Lewis ICC Evaluation Serves, LLC vMMmh M. Ranted, PE (947) 91"473 (407) 681-1917 sbada®SOMNW.com 09/192017 091072W DW212017 Approval Revision OD17 1TW Suk%V Compossma Group led. ceteeay: Structural components BrdCtlsel Trove Platen Stuart Lewis ICC Evaluation Service, LLC Well M. Raated, PE ($47) 918-6473 �,com (407) 881-1917 09(192017 OW072017 09)212017 Approval Revision 2017 ITW Burkina Components Group Ix. ShdCaeagory: Tom Pbtes Stuart Lewis ICC Evaluation Service, LLC Wham M. Ranieri, PE 7) 918ok. (407) 881-1917 .cenri OBIt92017 OW072017 091 Approved Romblon 2017 MITek Industries, Ind. Cab S gprY:Structuralcomponents SapCahgarY: Tom PMss David Wad ICC Evaluation Service, LLC ICC Evaluation Service, (314} 851-7480 LLC. daert@rntl•cerr+ (206) 529a800 10119=17 10119=17 10222017 Approval Metal Evaluation Report from a Evaluation Easy Compliance alsUhotl: Evaluation Report from a Product Evaluation EntityProduct Cow4gwm Modal Evaluationfrolna Product Evaluation EntityCompWnrs Complience Welmd: Evaluation Report i Joan a Product Evaluation Entity — — QualAHLiteratt AnomadfbrUn Aomwad.kwUu Design Deal Aellrsora Approved for.Un AgorwW.kr U" implied B+Rlan Approved for the &Xmg for the lialBt gig F=11743 Products aaarl Among ors Amommed for Ilea Aagrovdfur Ues hovel prim ibaEProductlModaLlilumbeworlilame product Descent 22didgmutgmRdt [a outside HVHZ Resistant pours m! Product MOM. Number orNam In aLfthk HOE Distant E[WgR Sat! product Model. 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Voldm Mondacwm ildwlsa vetktstea lry Yard $lam FW A —royal Approved SbYa Revision 2017 Wei Industr ial Ma David Vert ICC Evaluation Service, LLC ICC Evaluation Service, 1 Wnall Willi 10221 17 Approved ftsvhbn 2017 Walk Industries, kilt David Wed ICC Evaluation Service, LLC ICC Evaluation Borden, 10`16 17 10H912017 1022=7 Approved Review 2017 Wrek Industries, Inc. Dodd Wa t ICC Evaluation Service, LLC ICC Evaluation Service, 1 W192017 Will 10012=17 Approved Revision 2017 MITek Industries, Inc. David Wien ICC Evalualon Service, LLC ICC Evaluation Service, 1 W19201T 1 WIWW17 110i 17 Approved Colwell Structural Components (314) $51-7480 U.C. coastal Structural Components (314) 851-7460 LLC. Celeeary: StNdural components (314) 851-7480 LLC. Cstegary: Structural Components (314) $51-7480 LLC. Stdg sm ay: Truss PLtes dmrt@mil.com (205) 599.9800 Subcategory: Twee Plates dwert@mr.com (205) e99.9800 SubCstsgory: Tnaa Ptstss dwert@mr cam (205) Bea-9800 Subcategory: Tnise Platss dwertarriLcorn (208) 509800 \� Complime Mstltod: Evaluation Report from a Product Evaluation Entity y cantonaa McgiW: Evaluation Report from a Product Evaluation Eatlty Complrencs 9 x : Evaluation Reportfrom a Product Evaluation Entry compliance Method: Evaluation Report from a Product EVMuation Entity O F1041974M products 14W Pdoducto FLOZI974 t$ Products FLe2+974f Prdrueb OURWAMUMNO Approved for if- Anoraysd for Use knood gowan Aggrieved for Ur Appointed for Uss based 2am Approved for Use 1� 1� AtI01In for the A IRista 1� � EgE 2 Product Modal. Number or None A0118 contrastEmkedon Dab 18 �. trills connector ptsb 01/012023 hi NYaR Yet g Yee RookW* WA WA � ow 3 prodctMa NOnboror Name MT7811S Pt d 18 ga Ngh tlhemgth truce ceraiecto glob O1W72023 t0. .11111$ Yee YN WA proem WA AW 1 pro"Me Number orxene MT20 conactExpimlon Dee 20 ga. loco connector ptsb ofA120Li Yet Yee ! WA Mfrs WA 6 6 MT2DH MOM.NunaworMems a9TZOFIS 20 �. high ebengtim blots oonnectsrptsts Ot✓012023 Yee liafWA Yee WA N/A WA Cz I if tmmh Ciftedis smmh cerseds >bamhStlYtll Eearshr�etla U ♦J O 0 Florida Department of Business & Professional Regulation'.. page 24f2 Florida Department of Business &Professional Regulation Page l ore Florida DepeNnent of Business &Professional Regulation Pop + Of Building Codes and Standards 1202020 Building Codes and Standards 1/20/2020 Building Codes and Standards 1/5/2016 Product Approval Application Detail Product Approval Application OLkatl Product Approval Application Detail � M� Type Editorial Change iS4g Version 2017 Manufacturer Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method; Evaluation Roped from a Entity or Collect Endipeer &License Validated By Rob Bald ft ICC Evaluation Service, LLC lap Lehrer P.E. (253) 924-8476 (608) 809-3288. Robot Baldwln@weyerhe euser.tom 21jt Validated '04101/2019 Data Submitted 0322/2019 Date Penang FBC Approval Data A ov 04M82019 Approved Eo1bb VMn Revision 2017 Manufacture Coamtldal Generale Pralucts,lna Catogall structural components Subgbgory: Products Introduced as a Result of New Technology Entity.15 Erotical &L Wildatod 1C Robert Glib THUY N. HUYNH John Hoy (81PE430122 Precestaator@yah—com (362) 688.6311 l dl�a d Validated §WlMfld FOC AgpinevRI 1W142017 1W1a2017 loll1211212017 I AmeameeY AMR Approved W C G Q OuaIIW Assuance Approved for Use Approved lm Use Lm}�gt Deal n Sea a product Model. Number orNama Product Desorlotion Conrad Ex"[on Date In HVHZ Outside HVHZ ResistantPressure 1 Hil7l Strength Canereb.Lintels 4, 6, $, and 12loon wide lintels 05/212022 Yes Yes N/A N/A ' Product Evaluation Enby _ Compauas Metal Evaluation Report tam a Florida Registered Architect or a Licensed Fbrlds z fJ,98527:R10 Predueb) - _ _ _ ' PmbulonM E ngirl sea# 1 2 3 4 Product Modal. Number or Name Mlerollam LVL ParellemP51 Tlmber5trand LSL TJ Rim Board Product Dissertation Contract Expiration Ode Laminated Veneer Lumber 03/312021 Parallel $trend Lumber 03/31/2021. Laminated Shand Lumber 03/312021 Structural Composite Lumber or Oriented $trend 03/312021 AoorovedforUse In Will No No No No Approval for Use Outside HVHZ Yes Yes Yes Yes Ina l Resit N/A N/A N/A NIA Design Pressure WA N/A N/A NIA Fu11171449Produete Ala 1 Quality Political or Commareial Concrete Produces LA"g CoobwdExpirationDab Israel and PaMreNW concrete Wall 05125=4 Approved for Uses ARR O'dbrllm lD.1flRK No Yee WA DWM Pmemm N/A z Q J nn LL board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2021 No Yes NIA NIA SHEET NO. PA 92 ol 6q 3 � � �Rs Lkyle Ll