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HomeMy WebLinkAbout3047 Nubbin Ridge LnA N O 4 J N Q 0 3 W tZ N O 0 0 /:1:1:3:1 : kylI_�C�7�I+� 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 FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing 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 Gaiv. 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, RiS, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S,Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT LaundryTub TOM or T.O.M. Top of Masonry DBL or Col. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam 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 orPkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE fl ORDINANCES REVIEW DATE Jt1t f , po PLAN bXon,41hin , t1YRHI 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. J t ° ,yr FL0-.��� 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. C)7 U N Cfl N�N N# 4 O (DO O) ((O M N N N LL. Ut, 111® y C,) N J * J W J d, rsi � u. N �j c") W y ii °- a it Z -0 0) d o_ , m O m Oro m m W (0 W E as p Qa N < C)) Z U J Z ❑❑❑ W m r N O _ co o coN � n � o � N M (nL/) = z C1 Q) (D u- V% LU 0 n O G O w � D tcn 0 V. to � E t- 00 m 6i"... t— m E NOW = 0 8 I = ° U o °� c U) v `` m ®0 4 m o w M M U- ¢z 2, Z Z ;?o E iJ o2 jcu zo ❑ a O E K O &¢ ao O 0 �z N¢ t O w w J ..�+ (� S_ a Q Z 3pY Nm m O O„�, Z � ..I WG <w Cn hw O ¢ Z� ¢ Q U� R< a Z 2w O w< }O co _�< ° 2N 0 = a) >� L rn ■> c Nco N Q C I, on T— O V J �— Z C\1 r T LO d1' � r E M Z N cY o Z Z y E O (n `a c m a E N 'a¢ U p C JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. C S cn N 0 . 9 0 i cri CD v v x co N 0 J iE N N J r -, c c d CO T OH.B. EGRESS EGRESS AC PAD A S3 TYP @ 1 STORY o0 \ \ I \` I �a 00 21'-2" 0 ---- O -- ,� 36 - - 36 N 5-SH 16 DEEP P NT Y w =W F T C G �'� L r 2'_2� - 10'-4" 7 r 10'-42 c 0 p d 2'-4,! i FIBERGLASS ' • M ( SURROUND I I j 113 U) 5' 3 I R NGE T N o L0 o O 00 CAFE <0 `� VAULT. CLG. PATIOCARPET = I q 4'-0" 11-781 N p N_j Q b� Y T I I �� -- - 8 -0 CLG. OPT CARPET REF.I 5068 B.F. 8'-8" BEDROOM 3 CARPET M 6-4" 1 I ' 8'- " C G. _0 w 00 Cn z I 5 N �m - `6 _ 14'-6" 1 2„ ° O 5'- o ff T I BEDROOM 4 8'-0"CLG. CARPET I 4068 B.F. 7'-6"A CO cow A mM O - v SI K w/ ISP TILE r- _l I D.W. I o o I --- _ _ - -- -----C____________� I 6'-10" 4'-7" I i, N 1 I I ' 23'-8" � -------R&S------ N 2668 � - - - - - - --- HDR AT 7'-4" T-10" T-8" 10'-1 8i' w7 2668 M '- 7, rn -------- R&S I 7 „ ' L6- f `r° 0. (A A S3 TYP @ 1 STORY 2:12 VAULTED CLG. in FAMILY RM 9'-4" CLG. CARPET m 4 0„ I ERG (3) 2x4 #2 SPF w/ DTT2Z @BASEto SURROUND c� M 2 68 N, 77 O 9'-4' CL 3068 -III CC rG�/ S3 ------- --- I I NOTE: FINISHED I I WALLS TO BE I FLUSH. VERIFY IN I FIELD. I I I 1 I p 1 I I 00 1 I I I W I I I O Lu i I > O I � I I " I 1 a INr I ENTRY 8'-0"CLG. o o v I T 5'-115' r R.A.G. F d AHU T M' SS 0 60"x36" SHOWER 5'-3 " 1 ' $2 3' 10, (3) 2x4 #2 SPF w/ K DTT2Z @BASE S3 I 0 uC I r Q I 11/ l -� ;ham K a, S3 EDGE OF SLAB 2" BEYOND WALL 20'- ;11 00 rn sQ 8 ,_ N ( 7$' I I I I I l 1 1 1 I I l I CD ILE IG t` - OPT. D I UMLLLN 00 11 00 G 17'-8" --- - R&S -- HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7._8„ I I =U)in uj 1 31.0,. _ rn W "W CV T OWNER'S SUITE - 8'-0" CLG. TB CARPET 0 MI� W.I.C. r 8'-0' CLG. '- CARPET 2 CAR GARAGE B'-o"CLG. 2, 6„ BUILDER TO PROVIDE 0 APPLIANCE . . CO WHEN REQUIRED - CV PER FBC ' j I I I I I I I I T - - - - - - - - - - - I I ( TYP @ GARAGE OPENING '-0" CL . WI LINEN,PROTECTION-4) - 0 - - - - - - - - - - - R&S C? A H.B4 S3 55'-10" 8'-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H8 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (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 18}X25i S.H. 13 20X38� 18JX371 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20 X 72 18 J X 71 j S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X 26 36 } X 25 112 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 1 X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 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 1 X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 524 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-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. 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. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 C +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GG SEE SN SHEET HH 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 IIIIi111111111111 - -� TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) W 86 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. N WE Q � 00 W 0 O O O O V 0 0) to J M N 04 N # pNp Li- J W y� .NMo)a �� LL -ia W N 2 LL• Q t M S W !n ai m LU ii SZ ° a Z U) o -0, Y a; o lY m O E O7 O' o a Z IL 0 ILW -j N -�- N D U 0 Lo Q M Z J < z N O W O m N z win z V Q -9 M di N M Z o Q) �N LL •O v' y L.L.1 O s� to - W c_ E o v °' r✓ m E o g ° U 0 • C:,w c JZ co cozo ¢ , < U- E z� >R aUjIze on H0 CIL a� w� 00 0 °¢ N ¢o Q wz L rp r/) c ❑ z 0y yg m O O, Zr > Z U) u7 J d) m i z U o¢ w LL a z WF o JZ w� 90 >° Ill 10 a .2N � L � m ♦@^ V .! C4 rlr C Q � o � O -a O f .Q o ■� Z 0 E O Z E Q L CC a E U Q O C JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 1 IIP■Af���ll�ItllllfRAlt■R�AtG11�G1�91111� KM rn (D 71 x cD rn 0 - J R 1 0 5-1 a Q7 J LO N y U 0 0 0 t7 N 0 CO W v 0 a N N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE CABINET o0 0 0 7 CO > CV > M CV M d' M co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET TOILET PAPER HOLDER rt 0 CV FIN. FLR. KITCHEN I. 0 M 0 CV 0 0 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR aW. ON BATHROOM WALL SHWR. o 0 VALVES = o C° SOAP ^ - 00 o DISH 0 1 IUD 1 1 1 ch M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY . KITCHEN MIRROR �N i t` 0 00 0 c� OWNER'S BATH BATH 2 0 s0 0 F- H INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 11 0 36 H BASE COUNTER TOP 0 FINISHED CABINETS - 30 H BASE 0 1 00 iO a C? 0 2x } 10 00 FRAMING 1 1 T � M Gfl 1 /2" GYP c? BOARD — T— FIN. FLR. CABINETS - rIN 1 1-211 T104 O O O � T T M 1 CV N CV FIN. FLR.. III 2x P.T. SOLE PLATE-' SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_I SCALE: 1,2"_,-0 3 %ce+Fa:#Odtif+ v; vroLU C� J �� S u w �� L O ,~� 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. N ( _ 't pE o 0 U N 00 ip (p N W \ O O O p, to -, O rN- c u0 N J Ct M N r N# W LL ® Lu LL (. 'jLL N� LJL N V? ui ch w rq a 0 ii as Lu Zern°' zWZo @ u o 0 0 0 P.- mmm W m,2:: W 2EcP Boa Z v@NO d0� NQc"MZ V H Z ❑❑❑ W z N o OpD p W QNQ Z p Q Q v J M C1_ Z o (/i c O LL �- Vi 0 W p n � 0 w r- V C EE N = 0 �J c) m w� U) wQ C n Q o sm o w Cl) (Y"3 m z Z 4 LL-J E z O 2 Q E w= za ❑a I a K O �o � 00 0 o Na0 ITT -< ¢� W <wZ ❑ Z y z U 0 10 O 1 2 ') J < m z g U 2 o Z o C w 3 O 4i z ¢ '0 a OU =N .s = L am m T cu c O co N Q = aD r,,- N U i r CO (0r ai m w cc,)) ` N ti M o z Z O m 0- E . 0 J Q J JOB NO : 20-2745 SCALE : AS NOTED SHEET NO. 2 q = _9 r N 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS [7 11 F � 1 [71 FE 111: 1 L I 0 FE] E El 171 Ll 0 FE-11 El 71::1 E] 14'-0" RIDGE VENT 12 5� N 12 �5 HEEL 12 F4 T.O.M. HDR HGT. FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 12 `15 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS - — — — — — — — — — ------------ — — -- M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— — — 1'-0" TEXTURED 2-0 CEMENTICIOUS FINISH ON C.M.U. TEXTURED (TYP•) CEMENTICIOUS FINISH ON C.M.U. (TYP. ) ------------I--------------------------------------------------------------------------------------------------------1--1-----------------I----' 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. 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. t�,E`sryry�iS,Fyj166�p�. }3 LU uLl L g . i �ES+S10 �ee 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. H ,F ® E OD O O -ItN '0 oopp N it p) U ( M N N C (o (V LL r N # ro o V% .� M W N J , v W U- � a. 7 �j N H 0a Z 0m co 2 N M S W (d aims a'WaLU 0 X O v o m o_ X m W 'm o�CO m 2E9) <o a Z L L ILW O 2 N O V O N N Q co Z U 0 J Z °� ❑❑❑ W M ( M pp z N O — W W NNQ n0 Z Q Q � J M � N (nur) M Z v 4-J / `V w O � Q .� O Dt./)C _ w F"" o o r— U w rn ` E w. 0 c rn Q o O 0 rn �� C:)w M M Zz z0S Z¢ LJL gL E� O zo z >N zo �® oa co V o ~ C O ¢ 0o O U 0� C:)az N �... oo Qo wW rr >_ ra O o U m� F o o, Z cn J m < tl Q W Z z z 2 Q ! U K OU y IW- aLL =3 > o M wu °za ° aF oc5 =N 0 = N W � .= (.0 n/ c LL `° N .-. m 70 (0 o Z N T O o � N M i6 M o Z W Z E O U) M JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 3.1 C h_ co N O J N 0 Q J d N N c S O a N 0 d E H a E O 2 v LZ in U E 0 Z U a� 15 'o a 0 J 0) LZ N 0 0 0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ + HDR HGT. I-- _ 6" FASCIA (TYP) o TEXTURED CEMENTICIOUS FINISH ON C.M.U. co (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT 12 5F:� -EXTENDED OVERHANG T, BE CENTERE[ ON DOOR 12 5� 12 �5 — — — — 1'-011 REAR ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"= V-0" T.O.M. HDR HGT. 0 ao 00 Zo F.FL. 12 ;�5 RIGHT ELEVATION - Al E: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. 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. ,`c"s3i!lEi9! ram}W t, At OF •• Ci 4 C7 ' L O 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 - 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. M F Q E N (p pppp O O O m m N# V MN r- N 0000 LL ii L N . LL d a Z N (n W ' W air'LL aa0� v � 0z00 W � 9 � ca + C N m Z ILEc' ILW m Y N O d Q C N U Z N OO _co 04 aaN z p Q Q v J (h � N O LL LU Y w a o _ N N � w t`- C o Z:)N U CO w rn U Q � o � Q o M w coa M o z U- a E zo �0 ya zK — K O �¢ 0 OU o� ra CN i ao ww fly C _ C ¢o o U m� Mo 01 zF Z(ten m J 0 m <w sZ >� Q > a¢ 00K uZ �w �° °z =3 C)w �0 >° a Will!w z¢ ti �N 0 = ` J a; 0 .> I.L c° N T O •� Z N T co O r d^ M N M �i M o Z Z E O U FL E v -J ¢ o JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 3.2 _3 L0 N 0 N J a rn a to N J `d' N N 5- > J tZ 2" 1" N Cl) 1. Z'q 2" N 00 00 C° 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" r,N ^ `" 0 rIN M 32" 11" 32' 1° 1° 1,_pn 12' 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 21 2 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 4" M� VARIES VARIES VARIES VARIES BASE _ CO. M "'I`� �N rIN in (D CAP --- N C° 1" 1" 1" 1" 1 V-4" 1 1 BASE 4" 3,, 34" 4 cm Iv � HIV r MIV 1„ 1„ 4 4 42 MC � rc ]" SIN T 4 4n 2" ;- M� � VARIES 12" ,,, ,,, 2 2 rN 2a • ,2" ' 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" --I`� $" 2" �N 6 1" 1'-4" k.1 - O i (V 1" CO w_ A. 1-1/2" THICK W _w 1-1/2" THICK �4„ a iN M " 4 , 2 yam. 10 it T 2" 4" 3" N 10" 6" N 6" 2„ rM 24' IN - 4" 1 2 7 1-1/2" THICK 2'-4" 14„ 3" � r JII{'�11 iy I 32" r M 52' 1'-5" 52' 54„ t 3 �a 2 44 VARIES VARIES 4�� 8,. F 00 j R6" VARIES KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" VARIES 00 KEYSTONE F11 OPTIONAL 3� 3�� 3 4 4" WINDOW OPENING 4" 4" JNOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 32 6" 4" - (0 v R4q`r" 'v VARIES 00 CV f 1 " _ � Wit• CD bo o o NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 1 4. 101, 'Qr0" I 14 V-64" 14 co o CV <V 12' 116 I 54 2'-1 1 -12 54 7 �° 1 �. <D N 1" iv� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N O N Cfl O 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. 0 QO r• V . O O � CD N cG 00 toN �♦ V O M N N N, �_ M y J _j 0No LL � � LL N 22 LL � a ch W v7 aaLu z 1 03 �rn� O a� o m 1-1 F%)I W _ 'mom`° m� 9 W IL 2 Emrn _, ❑ Lo Z 111111111111ML V ._T N O N¢coz Q O U F J z ° �D ❑ W (D � z o o a ¢ z � o z �0 V7 Y W On ® Q .E U W � U m d w rn r— m O = U o N Q o ° sm o co w M M i¢ o Z G J ce E E 0 o �0 oLL � ao Z® oa (O r0 - �o XU a U F 00 O 0 Q E N(O o woo a z W . rp c zo Y 0, Z c .) J y 33 2' 2. ¢ ''<z z Wo N Q 3 O¢ � z a ow 'oLL r3 �° o O st w o¢ aF 03 0 04 = ` _J ui cc 0./ \ /y c di ca r1 C _ 0 -a (ice r o 0) It Z o N r o c r ci m N M o z E 0 m a E v _j ¢ o JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. F1 C v v 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 FF 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 WALL SWITCH �3 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 TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 _ / 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA t 200 AMP 10 #12 copper to 20 amp clots #10-2 copper to WH #10-3 copper to Dryer METER n 2/0 or 410 SER Alu 200 amp 150 amp 4 Bare Cu Ground 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. WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn ono col=nc O EXHAUST FAN --- j W.H. VERIFY LOCATION - Iry GFI _ _ _ _ _ _ _ _ _ _ J ELECTRICAL PANEL EXHAUST FAN/LIGHT COMBINATION db ®D ELECTRIC DOOR OPERATOR (OPTIONAL) RECEFIT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER PB PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER 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) 0 TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER A ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J A 1 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-Al SCALE: %4"=1'-0" 0 C4 O 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. M F Q _� E O O—Q� 00 N (p 5 (0 5N C 4t oo LrDEo, ® 0) 2 - J -5 U_ LL J d laWZii N of c) °'ia of ci cc: -0oIX0 LL N a t mo m LL IL Or �rnCD EaO aLIOJnLN NOt` NVN MZ QO Z < U❑ ❑0NNp ❑ W � M z N o _ � o z " � d N � z o � � LL 4 t6 .O Vi Y W a � Q N w � o Ln o2 o � U C° m = 0 8 z'.... C) o ¢ o 481 14 o � w CJ M i ° z � J LL. m zo oo >n zzo ® f6 E wj oa (Oo O F jp o O 04 L i aoo 4 a z tw -.2 d to _ C ZZ$ Z °m °'o z' ZN Cn <w rn o� z z go Q �� a �w U 3 o w rt °z =3 C7 c ok a F ° 3 �N 0 = > d' L � W cc c� \ �y c di co CN /1 0 (0 T O �04T 2 rl,- r co r ai M w � N M \ o z Z E 0 tor, N r0 c d U J Q 0 J JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent mt A Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT, SQ. IN. of by Upper SQ. IN. of of 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %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 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 SO. 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. lFfillE�' . �• o CV• 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 structural engineering portions of the drawing pages bearing Engineers signature and seal. W F E 00 ao CcO N � Grp OOO m N # Ci 'o N N N U OD rL C @! N M Cn N J at p W � LL LL LL a ai ° a Z 13a C:u_ a*Fur°rn �y:�Co 0 cc a) o � O �. C N m m J 2 E C rn B o a Z ILILW M m N d W O fn NQMZQ U J �n Z U ❑❑❑ W z N C, zmemo z J M d N Z o �WN Q) CIJ 0W p n 0 IVI^) v I ° LU c o � N V c) p� O! W � O $✓.. _ � N 41i91 U 'o • M I� C:,W M M z ¢ p Z � 14 J L.L_ E Q O z o o wz > N ¢o z® oa CU 0. _ X 0 oc O Z C O E CV ro t az ¢o YZ a .� r0 (/i SOY U .S O O, Z Z U.)J �� aZ �z U)N o2o U d � o� a ww U <0 r oZ =3 o toza wa 'O aF 002 �N 0 = > d- a; W c� .! Cfl c LL co N ^ J O Q C a� ca r o • — Z o 2 r- LO Co 0 r E 3 N M M o z z E O 0 d U Q J JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 5 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 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1'- a T-�" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-O" T-10" 2'-1064 5'-11L' 5'-O" 5' 4" REINF. SEE PLAN. FOUNDATION PLAN A. a. x W J H.B. TYP P@ 1 STORY S3 ■ ■ ■ ■ .... ....... ...........■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r o 0--------------- _ o { I r — — 2'-943" 16'-0" a 6'-10" . ' ..... I \ { 0 0 ■ -3 1 /2" \ \ I :: :: o iio I \ SINK / DISP _ _ :: I ----- } { 6o I \ _ \ \ rr- -� o III ih A iv o in L S3 ( \ \ D.W. II S3 10 L-=_-_� __ ____ CHASETOIS D ----- ---- ___ - - - - - - - I-�- - PROVIDE 1)/" RECESS \ \ CJ L _ _ _ _ _ J CJ OPT. -1-�J CJ ; REF. rKITCHEN II o { I - - I I - CJ- I IREQUIRED TYP@ 1 STORY U.N.O. STEPS AS FOR SGD. REFER TO � \ : ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. ::.' :: 10'-104PER FIELD MASON'S SLOPE FOR � ISLAND CONDITIONS WIDTH `I� \ LOW WALLS 4'-0" ( `� \ 16-10" 12'-10" ; INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ J — — — — — — — — — W/ (1) #5 REBAR VERT ABOVE SLAB ■ ■ ■ ... . . .. I TYP @ ALL PLACES SHOWN I \ TOP OF CONC./ PAVER T BE 4" . .. ■ ■ 2 #5 REBAR () ` ` 0'-0" HOOKED FTG. DOWELS 5" EMBED \ \ I BELOW FIN. FLR. 4'-0" 4'-4" 4'-6" 01 VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE \ \ BASED ON 1 I STEEL' SLOPE FILLED CELL \ PROVIDE /" x 9" \ LOCATION I RECESS FOR FRT. POOR \ \ \ - 4 o \ \ 2'-6"x2`-6"Xl'-0" FTG 'n I I S3 25'-10128" `� \ 9'-5128 W/ (3) #5 E.W. 4_4 LO H 0V \ \ K (2) #5 REBAR OP TYP @ 1 STORY S3 : I CC I U.N.O. S3 S3 VERTICALS w/ in ( ih I AHU " I FILLED CELL iv 2'-6"x2'-6"X1'-0' FTG W/ #5 E.W. �� 7'-1 " 2'-6" x 2'-6" x 1'-O" Wl (3) #5'S E.W. r (2) #5 REBAR VERTICALS wJ in (3) G -3 1/2" S3 I o OPT. D PT. SLOPE co FILLED CELL — r 0 I?I 5'-3" V-10" 3�_6� I 0 I . oCN ■ CJ CJ I 3-1/2" MIN 3000 PSI CONC. ' ' I ' 2J 74" T-10" 1'- " EDGE OF SLAB 2" I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY N 3-1/2" MIN 2500 PSI CONC loo �' S3 SLAB OVER 6 MIL VISQUEEN I S3 I I t ��� VAPOR BARRIER ' iv 35'4' 20'-6" ■' j BUILDER TO 0'-O" PROVIDE I (2) #5 REBAR (: APPLIANCE VERTICALS Win 4'-0" 12'-1" O PROTECTION FILLED CELL W H WHEN REQUIRED � L •• � � PER FBC J — — — -- — — -- -I-- --- -- -- — — — — — — -�-' — — — — -- — — — — - 0 A S3 TYP @ 1 STORY U.N.O. 6'-0" 5' NMI 7'-1 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=1'-0" CONTROL JOINT DETAIL SCALE. 3/4 = 1-0 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" e;f�?i�R�RfPfFI k, i %. f .v FJ ESs10NP� \� , /ss n1144100 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. a00 � o C a O V U N N V 0 0 0 m ( J MO N � a)# Nm u- O (� .2-. M —Np -'r * W '5 LL LL -J n. a Z LL > mLL a a IX � cc aU)� 2 O m m O W w �E°~_?� Boa ILmZ O �' 0 NQ03 Z �U ❑❑❑ W M C, � z o co z Q 2 N ^, m z� o U f6 w 0 tn ,,j r- c o w RigEE = o g i o U ° c U) iu ® 0 Q a o 14 o � J w M M a o Z ¢ U- cd E Q p wo z zo oa z ¢ O o E N IN �2 o ¢ aZ M z L rp Cn C ❑ z o Y U m 0 0 Z N J m ° QW 2z N N a 0 go Q a W a v <� `_0 k �a oLL JW 3 �0 �O I� it ¢ zl0 CN 0 = > iu ^L1 W CD .> c LL Cal N Q c -o (0 m r*-- T Z (V r T 2 O L) CO o Q r N M T- cY) o Z cc z E 0 V m0 E d U J Q 0 J JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 6 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 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" 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) 10dxl-1/2 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 x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 34' STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" 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 3-1/2" 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 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 14' x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d I SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Old 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. x CONT LEDGER NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY 'ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=1'-0" @,W-11,1111 #' DLO ��F''OSS10��� 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. N � QO_ 8 N t0 O O O pr m N 9) J c+� N O (� Y M p# W 5 L-LL N LL LL t]. a dl M W ' LU a (L Z >C .� -0 0=o cm N K 0 0 Z LLW 2 E c ° moo ° m< co pC N 04 U J Z 0 ❑❑❑ W M C, z N o _ � o m Z o Q � J M rz v1 z 2 � o rwwq � LL (� u a 0 a w0 a Ln w E o � � � m allw 2$ I C o Offio 14 o C �w Z J U- d E O zo QO Zo QN 2® ❑a F- _ O ❑ O ❑ OE O CV t d ad'0z O ¢ o R z ww r W. i r0 N C 0y U .2 O o, Z v Q W 0)-� N a 0 0. z o U N Q LL az �F V H ~� �j �l o W 1:1 CD ¢z �N 0 = J c� .! (0 M c O) LL j N Q C m T _ C:) ■T� z T 2 (0 d' 0 T ai m N w M o Z z E O ca 0- E L) -j Q 0 -j JOB NO: 20-2745 SCALE : AS NOTED SHEEP' NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • O Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81F44 1B/1T8F401BAT 8RF400B/1T 81`321B/1T FORM & GROUT SOLID 1 O :!. N W ' � J �U 05 BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE = N.T.S. M IE 0IMimi F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 81—16— B/1 T a z z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cT p�recast'lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D d -1/2"STEEL LINTEL d O CLEAR d 4 M.U. #5 REBAR AT TOP d d MIN. (1) REQ'D—� 1-1/2" CLEAR a c d d GROUT r J Q 4 d to t- Q C.M.U. O 5 REBAR AT BOTTOM OF - - rn w as cn - , 4 - o -LINTEL CAVITY w V 0 rn � 1\ Z \- -BOTTOM O(LruUO� - REINFORCING PROVIDED IN LINTEL ¢ ¢ c7 z Z -` p w n Q - O � cNo D D #5 REBAR AT B( �o �, �o AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) CO~CaX Q. 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 manufacturers 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 O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=V-0" �,° es1�: PfEpdp�l. _ f;.. LOB e40fiSSI0NP�. \\\ 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 structural engineering portions of the drawing pages bearing Engineers signature and seal. N 'NAMQ W N � 4E N O O ci ® q m _ J NN LO N u, r N co -j wa N y = uJ- LL 2 Q U1 c" S W ' r6 > ti Sz °1 a of Z aU) C'ro @ a o W 0 0 C m m W W N .Fu orco p a E m rn <Lo Z Q N Q O O N Q m Z zCL U H J OU ❑�❑ W z M � o _ 0 0 ¢co z momm o ¢ J M d QU) � N m N z lL LWJ T w o p JL '�!\+ • U O C)N NN w r- E ru r- .2 c)n rn w � °- m E C) o y u) • � 0 Q c, o� c w Mz O z < _1 LL QE O m M O W Z >N ¢ N Z O m ca Q. X O b U c:)E N ai It¢O az o aZ w, :3 ra C Y m� O zz z lll rn J w a aw z a`ni 3 o go a W U a. JW 3 °z a o o 3 �N 0 = >4 J L a; c� Cfl �y c O) LL ca J N Q s m O -o CO r o O7 d' •_ Z o O I r- N LO T C0 O � T N A N C) r v; cY O Z Z E O a E U � Q p JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. 8 i! Z' 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, ACC-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 WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE, 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7 3. GLAZING IN SECTION R308.4, 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 Y2 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 RAD) 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, (RISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 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 WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN ft) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, 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 F'm = 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 15132" 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4,5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4. 8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 1'-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soi� treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete `-0" or grade within 1 of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION 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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. F 01 >UA ,eUA 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 .y cc N O V C7 N m '0 O t%% `` Le n- a 13 CZ N M W to aimii33 aaa.. W aw- R - 0 X (ca a)o XmO W 2E°'� 2 co Boa Z LL O a N p W a N NQcoZ U O J Z O V ❑❑❑ W v MC) N O z z � � M M z o �-J cis Y r..0 g ® a Q•0 N to r.,, Ct:! o D 02 o U m 0 r- E B I sw Y �; U N O 'o � w ®0 Q o o w M zo e L.L E s0 ze ii Eca o na Fca CD E XO o¢ ¢o 0Q R< wz N E° o <o rg c z U mo O Z� Cn Z 4 Z O- a z o w< 'O co A a� 03 �N 0 = c 1O1a ^� W @ C `� N Q ^ N L o -p (� T O •- Z NN r T r � C)� M o M Z � N E CD CY) m Z cc a E 0 0 a o c � JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. SN co 0 J N I 0 4 J r N J w m C7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0" (TYP.) 6'-0" + + + 6'-0" + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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 3/8" 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 T + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap -� FILL CELLS ,— STD. 90' HOOK i— BOND BEAM w cc cc STD. 90° CONT. #5 BAR > ( HOOK BAR � I #5 CONT. IJ FROM TOU I NDATION HIGHEST �-1 (If1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" ) Small gap 2" min. max. � 4 max. 4 Clinch nails when possible 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. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING%" GAP TOP sides b 6". Hangers with side nailing. @ y-Hangerswithsidesnotcontaining t. WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthe ofcuts. Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her 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 0770 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 /il CORNER OF HOME H C G GARAGE SIDE O 0 O 5'-0" Q - STUB -OUT FOR o 0 0 LO GAS METER 0 0 - � U O iv ° • 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. 1U-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. 1T-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) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails 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 Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11 7/8" 2-8d 2 8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s� 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS T THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE ).0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION g TYPICAL SIMPSON H ETA20 / TYPICAL SIMPSON MTS BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall for oad Requwhenloadbed oneaing t Plumbing HETAL20 INSTALLATION / HTS INSTALLATION when load bearing -for lateral support when joists -f for lateral port when meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4"minimum bearing for each. I Joist can be offset up to 3" to avoid PLUMBING LINE vertical plumbing TOP (2) #5's x 4'-0" 73" max CENETERED @ PIPE PVC OR SCH40 SLEEVE JOISTS OFFSET A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM N.T.S. Al WALL CC11 q a a a t - Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. gammv • ■ • ■ • 6�� A 1 2' ROUND HOLE MAY 6r� 6,� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" 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. 1%" 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 iy" 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. Jc Backer block (12" wide min.) —,�I II I I�I� _ Ln Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM 4 ° SEE PLAN FOR--'°• a . • • FOUNDATION INFO d '. STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top e n mount hanger load exceeds 250 lbs. fTl'— Install tight to top flange. A a I-11 II I 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 p depth I -JOISTS BUCKETS N.T.S. �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. M1 Mr-IIr-r1T1 e%AI TI 1 M 1 1 rh Ir% TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION G PVC OR SCH40 SLEEVE PLUMBING LINE aZ Y, Al a a . a d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE °a. d . °f as G a .4 d v a SEE FND. PLN. SIZE & REINF. ; IIFU/1 r� y,. 0� •' S,at � I 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. V IW- Q co 0 V V OpO to Co � N N O M N n a0) 'D J # LL vi J 7LLN 2 LLa LL ei a N C',W aimu:I fn aaU 0Wo Z a aCc:�� t mm° yo z- m N O NQcozz O N U Z OU 0O ❑❑❑ W N o z13 z J M W M o Cz �(1)cn U _ LL 4­1 (n 0 w Z o. U Q 0Q) V ° W � Vv ' o 8 r- U °' w w m E 0 8 61,. = ° U O N Q m 0 �m o M M z o z z¢ E wo z 2 z® ❑a I— ro Q. X O oa , U U oz Q E N a z ¢Q <o a z rw r6 COc - o9 -o m� O oLL z z C13 C/) zz 50 a`ni Q 3 S� w LL u �w U 29 Yk aLL z =3 �F wa >° mi ar N m n1 W m .= n/ C:LL cc J N ^ O 0 r o ° — Z 04 r 0 = o ui CM o z E 0 a F U � Q p c JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. SN 1 Q0 M 0 J cV N / a to N 0 0 N I 2 0 3 a N 0 a v 0 O c J y 4) Lz O 0 0 a. i 0 0 0 J N LZ Q N 0 0 a N N .M °3 0 m 0 --I FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. , 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.)4111- WWF OR FIBERMESH PITCH > 4:12 D . ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT - 11=11J-I I �I °' . e ° 1I I I I rI l I - I 11=IDII=°1'll-1 I°) Am I II --�III II II--_ �II III I ' C) IFOR ROOF PITCH 4:12 OR LESS.� �:I-I�i -PRE ENGINEERED WOOD I TRUSS @ 24" O.C. U.N.O. F HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE IN ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL-SEE SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS SOFFIT SHEET 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE _ D _ r00 Cl) - - - D W 6 MIL VAPOR`/ BARRIER 4 D TT - D :t • N II r COMP. SOIL. ° (COMPACTED TO 95% _ I= MODIFIED PROCTOR n I TTi=iT[= I T[T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. N CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS 'T z 4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 4 G a a a a a � a a a a GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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- x 10" "J" BOLT @ 24" O.C. W/ _ 2"'x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2", z (-3 1/2" MIN. ELEV, 4-31/2" 11 A.F.F. p ' U CD nl W D - - rr, -rr • 0 �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s EACH END (WHEN PARALLEL) (U.N.O.) (OR „ GYP. TYPE „ X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ iGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) :OR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T, BOTTOM PLATE REINFORCEMENT AND WILL NOT 5 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. i 1-III=1 I I� I'31/2"(min.)- 4" ° -1 TI 11=1 11-' ' co- ° ,�r �� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH �1=' 1/2"(min.)- 4" `31/2"(min. -,+ if 1 11 -III II -III- •,.�„ „ _ - I_ 11 z -►T� it L T-1 I I-III-1-I 7_TI=I (2)#SCONT. l =Il III :LL hll_„II 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" ooN `1 PGS' $5_00 M (min.) - 4 -�-I I- =1� I I 11_1 I ' =1 I I-1 (2) #5 CONT. ' I� 4 U.N.O. MIN. rCC TYPICAL BEARING WALL a@ STEP SCALE:3/4"=1'-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.[WEEP 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" „" „ „o 5/8 x 10" 'J BOLT @ 24 O/C W/ 2 X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)10d NAILS LT INFO. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8' THICK. K.O. BLOCK (IF LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X SPACE ANCHOR BOLTS 6" MAX FROM w/ (10) 10d NAILS �, 2x P.T. PLATE FIBERMESH SCREED INSTALLED BAR Lu END OF 2" x PLATE TYP. r ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D ' GRADE D D ' D FINISH GRADE #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. F - 60ksi y ] M a - I1-III-III e r° ' z MONO OR STEMWALLCl)° �- - D, 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN FOR CLARITY ° o ° D D °O 6 MIL VAPOR BARRIER i- n ° I�Trfi _ - I M_ -,N _ -°T° z R 17/8' w � T I I III- I I= _ I II I II #5 REINFORCING BAR I=1 =1 =1 =1 I I= I =1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _' E 6x6W1.4xW1.4 WWF OR FIBERMESH r d III I I=1 I f T I 1=' r III=III=III=III=III=1I1= z - o I=1 I I=1 I=1=1 I=1=� I • �1-1TI=1_ I 2 #5 CONY. _ T #5 LAP SPLICE O NOTE: g ° = = =1 I = = - N _ I D °' OY3 )CHAIRS 8„ 1,4„ 8„ *FOR BEARING WALL _i r COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] 1=III=III=III=III=1 I I 95% MODIFIED PROCTOR ASTM 10" W/ UPLIFT ONLY - - - I , III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=III=1 I D1557)#6 REINFORCING BAR #5 STD. 90 HOOK[ �II�II�I-ICI-;�1=1�1-ICI-I�1=I�1=1�1=1�1-1 4" 1'4" #6 LAP SPLICE TYPICAL INTERIOR BEARING -III-III-I-I I I=� I=1 I- FRAME WALL TO C.M.U. WALL CONNECTION r D TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" A. ' �r GRADE _ I I - (1) #5 REBAR w/OPT. ' 1=T-I 11=1 I I I- 11=1 11= I PSGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 04 ' � ' a (T M IFj -III-11� II 'a;'. y :: : • - - -I I r11 I , 4„ r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. III S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0,-0„ - CONT. BEAD SEALAP INTERIOR 4. °. -3 1/2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e c �- _ N Tf--III- I^ III- I- - --� co 6 MIL VAPOR ����-�T�� BARRIER REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO ° SEE PLAN FOR &LAYOUT DESIGN ,� a TOP OF BEAM - SEE ROOF PLAN c -° (2) HTS20 FOR STRUCTURAL �m� T � I � ' BEAM SIZE & CONNECTION INFO , a ° ° - T. 2x4 #2 SYP P.T. FRAMING w/ PLATE „ SEE A/S3/J/S6 Ins MIN 7/16 O.S.B. SHEATHING T- 8 o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNLOCATIONQ � Iw 6x6 P.T. #2 SYP SLAB INFORMATION. o J ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .-. EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART ON FLOOR PLAN -CONY. BEAD SEALANT = 6 x 6 W1.4 x W1.4 cam, T WWF OR FIBERMESH '- .0 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 0 ? c i z = =-�I- LLI p a = GRADE a __ __ _ ° a _ -I -I a a• I�II�I�III w -1 = • • °• - - - - _ z Q 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 0 r • • TING • D PAD REINFORCEMEN 3" MIN. CLEARANCE <FOUNDATION(SEE SCHEDULE) FOOTING CONIC. PAD INFO. SEE SCHEDULE TAPERED. X eet641!li��r f��� r c . Cl O f . .......... Nit 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. rn ,WIq 00 OD 0 pip 009 m ci coNr N (o "oW LL CO ,n J a Z ,611 S m� 25 W (n a a � 0 o is 12 W of_1LO mma W m g E T cn �No p a a N Q M Z 0:Oy V O J Z �� I--] El W z o 0 z <c Ln - z LL Vi Y o a •O - 'm IN w F CL, E U 00 w o, Rig o = N C/) I _0 c m 0 ` m O w M Cl) �2 S z < J L CL zo z� 0 (v0. im X U �o 0¢ ow N �o o <o cow C n C 0. mo oLL J �z ,n Cn a ° - o z go son Q wLL �<ju az �nw Q xG o w� coo COD C 5 a = =N O 2 L � m W �o ��0 O ^ J O Q �11 m r o Z No � T r o M \ Cl) o z m Z = O E � �,03 d U 0 Q p � JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. S3 (MONO) 0 J I N a a -o 1.0 0 -J v N 1 0 i c 3 Q N N a E 0 0 iv i cu tom. co v c U co .o i a 0 v 01 tz 0 0 0 0 a 0 0 0 m (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 1 „ M 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 /2 AXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ Wjl 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj 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 SPi w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\t—ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONIC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF � TO DRAIN EXTERIOR J WALL WALL CLEAN -OUT rA SCALE: N.T.S. S4 1 ST 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. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W1(1) #5 FOR CONCRETE PLACEMENT d d a d 4 d d 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91l2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J T W 0 io\ 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN K/S4 IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 71 TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY .." GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 8 d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF �A0'� 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 STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE r AGE R 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 ISTUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'_ 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • 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. O� �R SIMPSON HTT4 TYP. Dp U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMLESON SP2 w/ (12)10d NAIL AT EACH STUD / 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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. FIRST2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T 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" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD 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. 90o 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 -7 / NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED /STD ° �* \ rl Od @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ Y�16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM $PLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SPi SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w U z a¢. '- `n 2x TOP PLATE 2-16d 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 REtNF. 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) e ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (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 wl (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (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 rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE d a 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP2 SIMPSON SP4 " NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON RECESS �PSON SP4 S LINTEL d ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /- 2X BLOCKING 0 C� -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" Q.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" [� PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 �:L04 Bti Y/e+Cdf�e� Jt nj a Lq,v'�. }� O.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 s gnature and seal. co 4 U N cO c0 00 0 N it ci O - -. Nti N Go u N 7 LL N° LL Lu LL a- N 4 '6M W rn ai m iL- 0 a au�' Z 0 >. 0xo sU) @ o O O �y Ii A C N (d m J Sr: m {tt LLW mor`m W00 7. m2F,0 0 IT<Mz U OF J = OU ❑❑❑ W R c' o � dNd p Q J M � N e M z o � � r Cu Cn o n 0 w o Q cn ru � o y U °' d � MINW — ° E U 'o as ° c m w ®IO ¢ o 4- o O J w M oo `r z 4 J LL- 0 E: �� r� � z® oa V i " Fcoo @ O E I o< a o� E' z CD N IT z ao Q �z a?L CY C Z o m O oLL z' _ m J I �m �w �z cn co ¢" ¢ o 2 3: sZ 2o a W C-)o az _ <� =3 r oo o O � a V' zla ° 3 0 �N = L � W � t� ` ./ (.0 c `° N N Q a m ^` T C •� Z o r T � CD w N C,T CM c� o Z co z a d E U ?i .a75 Q 0 CD JOB NO : 20-2745 SCALE : AS NOTED SHEET NO. S4 C v cc 0 - J N N E5 a a) (Z' N 0 J C4 521 a c c 3 a i E FNN Q� E 0 S v c >r J N tz E2 V O U co a 0 v 0 a� CZ N O 0 0 0 d N co N 0 m 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () ( ) SIMPSON SP4 w/ (6) 10d x 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SHEATHING DETAIL 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE TOP CHORD @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. 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 H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS 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" 0/C. EXTEND AT LEAST 90°10 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) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR 1/16" EACH JOINT W/ (2) 10d FROM LEDGER TO OSB SHEATHING & (2)1Od 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 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED Ali THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER „ „ , 5/8 x 10 J' BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & 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" 0 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" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION rT� WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2) 16d NAILS x 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. SP8 FOR 2x8 WALL) 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. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)1 Od 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 w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (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 SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" 1Odx3" @ 4" 0/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" 4" 0/C �° SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 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 1Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR T TNOTES AND NAILING TOP CORD X-BRACING, AND TOP r "' " CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ 2"x4"CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS 7 ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (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 W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24 TRUSSES FROM EA. (D = 0.148", L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C wl (2) 16d 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 2x4 BLOCKING W/ 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 BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION (""9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SCJ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) j 10dx3" O/C TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS v� "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) w BRACING w/ (3) 1 Od x 3 AT = • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. \S� DIAPHRAGM BLOCKING @ 48" O/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 20 -0 MAX 20 -0 MAX "X" BRACE SEE DET. J/S5 -i 1- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- -- ----0v — — LU 0 o � o r � O w o w It m o � O Cy w YT o O r X 9 o r � w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L' BRACE 24" 010" - T-O" 3'-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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 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 END JACK 1 V-0" MAX. 0 0 000RNERJACK a 9c�r Y U w NZ 1.1.. O v 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 �L /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)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION w rY per- � J z O� f~LO .• OFiESSIO�� �00/111 f 11100`e\\ V� 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 It E CO N S N 0 0 0 p) t p MNti2�mLL �LU =LL-�/1 LL LL a. mi a Z N M U1 � Lu °i m U_ ° a �o @mo mm0 W m 0 1- a Fc Z � co Q O O Q co z N z °0 o00 w M M � N z a — � N a) z o � J M d. N ' M V C W V LL - 'U Vi ow o 0 n ¢ Ow v) r!'_ E o � � d r— m E _ 4-. 6 U 'o U) _0 • C Q o 14 AhId o w M coo z I Z J u iz o E z o wo � zzS z® oa U CU C m o ao o o 0 o O E cV ¢ z o < Ez w z L rp C r U 0 mo o" z N J S Qz � U) o" ooi z z no MEN N LL �w U <o G CD w� >° VO °z< a 03 0 CN = J L ai 2 m ^' W m 0 C c° CV i� 0 < N CD L1 a r CD C� •— z o r � T— M CV O �i ch Z Z E O a E V c� _ a o Q c c JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. S5 0 J N 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT Mom( 8„ PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"� FURRING REBAR ` ' AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" L1X8 (TYP,) (T 1x8 P.T. FROM EACH END w/ MIN. BLOCK@ SPACING " O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH j _ j /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL TD. 90° HOOK (TYP.} STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID HOOK (TYP.) BOTH CELLS FACE NAILS 10d @ TRUSS VERT. WEB TAPCON @ 16" 1x4 P.T. TO PRODUCT 3/16" x 3 -1/2" DOOR JAMB (REFER�/� 01 TAL SEAT PLATE FB O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 P SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16° OISTTYPICAL ND APPROVAL FOR CONN. x O.C.& TAPCON @ H 1x4 (2) ROWS 3J16 x 3-1/2 & 4" FROM EACH 44 • .C. FURRING — TAPCON @ 16" O.C. & END wJ MIN. 2" EDGE DIST. NOTC EB @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ±2" � wl (4)1/4x1 1/2" SDS SCREWS MIN. 2" EDGE DIST. „ 2x8 2x P.T. AS REQ D (2) ROWS 10dx3 ' ` INTO BAND JOIST & (4) 114"x2 3/4" TITEN INTO K.O. BLOCK STAGGERED @ 12" O.C. 3-1 /4" DETAIL 2x DETAIL 2 1/4" DETAIL NOTCH WEB AT THE t5^ FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS ° 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31J4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45A 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 1/2" " BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN �' .•.y.. •� ° CONNECT W/ 8d NAILS BRACE/ BLKG. .• N.T.S. x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A 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" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3!4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON1/ TITEN(CENTERED) w/ kO�FRygN TO TRUSS TOP CHORD MIN.rr AT 1 + c� NGT j -O 'r 5 -O SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS+ 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 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > 6 EMBEDMENT INTO K.) /4" MAX „ PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° n: ° • . #5 BAR BLOCK HEADER 2 0 8 SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + SOFFIT + , iD > 10" P ° ° 9 H ° L�:CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s N TOPo > ' ° ' , KNOCKOUT / cat 8d NAILS EACH TRUSS ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE BTWN,,, NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ �' s CONNECTOR — MONO FOOTING �_ e •° n' ° (3) . SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4° JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 FILL e • • ° ' 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. %CLEAN ENTER SO IT z DIRT 4 TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o ° " SCRIBE (NOTCH) BACKSIDE 7/16OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION e 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 41Y2' 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") .•: . , ., �° �., `•= •., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE 2 1/4" X 3 1/2" TAPCONS AT 16" ( ) :%�• r s� �.� �f , �1 •• Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS ARCH DETAIL B_B 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" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING 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 34'4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD L O � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" z z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6 _p EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F• 3" MIN. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU a A REINFORCING AS FOLLOWS: * SEALANT • —I I { —1=�=) P a j PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e — — — k' *�I— PRESS PANEL REINFORCING INTO PLACE. — fTT�hsr U z #5x6 EMBEDDED INTO SPLICE W/ 6 MIN LAPS I o — — — _ EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL R UPPER F CO REINFORCING WITH U PE HALF OF MORTAR BED AND R T OWEL REINFORCING PANEL — T�I II — --�T ¢ � cn I FILLED CELL SMOOTH. DO NO FURROW. ID.° I ° — I C,l DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT TI I —III- GRADE p. —Ti-f SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V ° ? \ REMAIN FREE OF MORTAR. NOTE: " z \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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. R1.ETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" - 0 -1- 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. @,tt"IIH1111/1z •••i ti a< w. SE"r•" , . o •�Ql fo ` 7 V4 0 j 0 L_ `ve SS1G� ��/t€tliiltttt��� 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. 0 AAMQ Co O N �Cpp it N V W7 COD r- _ N JLL CD gI 9 O '...Mma LL J 4t W LL _j (L Z N 2 � uj : LL acne, 0o �29 Wm0 W mono° o rn < m o LLW 20 N Q M zz J < 0 J Z W(D U ❑�❑ ) z `� o _ N z � z � ¢ M M N Y w �- O `° w �- N c o N Z o � U 00 a w � F- E O = �l U o rn 0 ¢ o sm o co w M � ¢ Z Z J U_ Q E ¢ z � �0 >N z® oa Ca Qo U� t— XU d� 0O U¢ Nra as Wz L ro U) C z<o Y U y0 O, Z z QW 2C5 3 OE oW �z U U Q � a ww U w eo aLL J W =3 F C3 w >° a v z< °3 �C'4 J L m W c� \ ./ c Q C N C)0 r1 -p (� T C:) Z cv T 0 a) w N M j, M o z cc z E O c a E 0 _j o ui a o JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. SS M N 0 d N 0 i Q Cn 0 0 J N I N W v 0 3 a N N 0 a E E 0 L O J 0 U 9 UI .o i a 0 0 U J 0 ff N N S -5 0 0 a- N N 0 0 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. 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. D6 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS vri c- � vu lw �rw� i i i wvv v r w 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH M In. PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX IRE END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP M— MI & EN TYP. CHORD AT ALL HAND FRAMED AREAS TYP. ----LWOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX 2X4 COP T&BCF WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k 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 SIZE & ADDITIONAL INFI (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 aC� RAISED ENTRY 2 MASONRY WALLr4 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 OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN —� SCALE: 3/4"=1'-0" 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 r__� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE:NTS SEE PLAN FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �z CENTER OF POST MIDDLE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE 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 @ ENTRY FRONT WALL s SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 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 FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) 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. I-rROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON P1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8VALLEY TRUSS d NAILS AT 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 WALLTRUSS/ 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 FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. e xx STUD TYP. T&B PER NAILING SCHEDULE & PER • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL e' 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ 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. p °. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR e , TO GABLE TRUSS LOW ROOF TRUSS W/ () FLOOR G.T. 2 2x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY $ CONNECTION r22***�SECTION AT HIP GABLErl2 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS DETAILS & SECTIONS %%kilt t 3I If 11111`fl�. ILL FL %9/O E S S t!O` itlfitltt 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. 9) Q s} O 8 N pWp O 0 U N # 0 0 0 Ol ! D J ti m N N c "' o u_ MC 0 � m m D J* W LL a LL N LLu in /1 m W (n U50�oZ �Mt Omo O w C N D m W W 2 E cP m J o cL `o Z u mg°N O x o "L N Q m z U Q J 'Z U ❑❑❑ W z N o co(o co N z q O m z LL j� �+ (6 V VJ - w o 0 � Ow N �M c e 2 x Rige 3 v `° d w � O $ x!J Z c � Q 8° �Q r_ o w MN CO J w z < g E Z o os z o <� Q o E V <O =® oa W 0 � � X cUi aF � O O o¢ O E N o < o Qomo dz ¢ W W C _ C 0. h" O 10 z� y z _j a e6 z tf) Z Q U 0 ao a =� � d1z JWw. �3 >° J o CO �< 18 a �N 0 = ` > d' J L.N m B Al W M 0 .! CO �/ C:�y, N Q C O C1 0 LL /11 z CVO T V, T T O N N (0 1 �; M 0 Z Co Z E O = c a U Q p JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. D 1 I 'C? d• c v "t = 0 3-1 N C 0 9 N N i .L 7, a N 0 i d E E 0 ayi -a E 0 vl i a 0 v 0. 0 tZ N 0 0 0 d N 0 N 0 m 0 N 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 FLASHING 3/4"-1"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 a SHEATHING 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 (ASSEMBLED wIND0 ) - OR EQUAL WEATHER PROOF CAULKING EXTERIOR 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, soffits, and fascias. z ' RESISITIVE " BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING SUBFLOOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL wPo7) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, 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 1 1 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 O 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. Scale: NTS . SELF -ADHERED FLASHING p pp g q g 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 rester than FLANGED WINDOW M EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 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"-V BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING FLASHING JAMB 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 -�1 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THROUGH SELF -ADHERED 9• Pp g pp 9 p rY tY 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 complying with AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 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 , 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 COMPATIBILITY B of the exterior wall finish- Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, w (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAP ASSHOER TO N) 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish lo ADHESIVE AS SHOWN) g VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q g Y g 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: z 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WP02) 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 2 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING - 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE 1 O 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAMDMA 400. DO NOT FLASH OVER 2 SEAL TOPS OF 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 DECKING FLANGE 8 UND(SEED ETTAILW 07) 2 7 copings. BOTTOM NAILING 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , SELF -ADHERED FLASHING �' 4. Continuously above all projecting wood trim. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 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� 7. At built-in gutters. SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1 Lf'�VI IIIYV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 4 1'-4" PER PLAN 1'-0" PER PLAN CI SHOWER SEAT a a a SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER `L W W co z I I ZZ U U U U U U U U U o_ a ti T aPLASTER STOP W CONTINUOUS BACKER U ROD & SEALANT W W ¢ uJ W � ° A FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH�- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS LSnSS�S�-9 JRAL FRAMING JRAL SHEATHING SAF E PLANE WRB EAK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor --- 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper .-7/16" O.S.B. sheathing Metal , Flashing ' - Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 C31 O N 1 t- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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) V W am E O U O m (co N N # U WQ 2, N ^m�, N J n 0 IJL - LL LL Q. iq Q N , m aimii W rn as= �S&n°' Z c ado 0 m O 2EC' o if Z LLW Vim' � N O N Q H Z Q O Ln Z O v V h J ❑❑❑ W M app- Cq Z N O M N O � N N _ M � o 4 J GPS Y LU o ® Q 0 V) LU a- E fCi 1- v M w Ai .. e 0 8 Y= N V rnLO • ¢ V m �m o CID �w -1 o z J (d E m o g 0 Z< Q. O OLL z Z® pa CL o ao =0 �1 N ao Qo wW AV 2 to c Y o m� O o� z >Z J ¢ ° �z N ca o 5Z z a of o C z1< a� ° �N 0 = L � m ^' W @ c� c LL L co N 0 o n1 m r o .� z 04 T � 2 r Cfl � � ui M N M \ i6 M o Z Z E V) W a E U � :> Q p c � JOB NO: 20-2745 SCALE : AS NOTED SHEET NO. W P I .. z... -: g .:-. _ A3 ......:.. --- -_ _ .: _.:.:. HD210-2 ',_ .t,� a- _ - . d a-, _.. <: - s ,. ,,, �,:. ' . M., =__=_A_������ � I,.,o-.. ,.,.' .: -', .-. -. ....;':. », :. ft v V FL17244.1 ESR-3455 12/31/2020 A23 ...".... .:.-.....:.._ _.._. _ . W.. ....... .. ....:.. .:_ - .:... _.. �.__� , __ :...,.. ......... - ...: ..........:.. FL17232.3 ESR-3445 12/31/2020 HU210-2 % s..:. ,., ... ,. -.- N.n.. E•. -r .k"v.... ,, _ . 12J31/2020 .:::...-------- 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12i31/2020 12/31/2020 12131/2020 12/31/2020 ._._.... ......- 12/31/2020 12/31/2020 12J31/2020 12/31/2020 12/31/2020(Alillay 12/31/2024 12/31/2020 12131/2020 ......_....._..... 12/31/2020 ........ - 12/31/2D20 12131/2020 12/31/2020 12/31/2020 12l3l/2020 12131/2020 12/31/2020 ... _......... 12/3112020 12J31/2020 12/31/2020 12/31/2020 12/31/2020 1213112020 17J31/2020 12/31/2020 12/31/2020 1213 °12020 1 ..--.__:,. .....,... 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/202D 12/3l/2020 12131/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12/3l/2D24 12/31/2020 12/3112020 12t3l/2020 12131/2020 12/31/2020 12/31/2020 12J31l2020 12/31/2020 12J31/2020 - 12l31/2020 i... # 2020 12l31/2020 12131/2020 12131/2020 12/31/2020 12131/2020 12J3112D20 12/31/2020 ....., _,. ,....._..- 12/31/2020 ._ .. ._...... ,........ 12l31_ 20 _ 12/3172030 12131/2020. 12/31/2020 12/31/2020 12/3112020 12/31/2020 12131/2020 12131J2020 -- .. .... ....._.. 12l3l/2020 _ -_ _ 12/31/2020 12/31/2020Cn 12/31/2020 12/31/2020 12/3112020 12/31/2020 12l31/2020 12/31/2020 - ----- ---......... 12l31/2020 .. `--..._ ....._.... 12J31 /2020 - _,--.-_.. __...... 12l31/2020 12131/2020 12/31/2020 12J31/2020 12l3l/2020 12/3112020 12/3112020 12131/2020 12131/2020 .... "". 12/31/2020 12/3112020 12J31J2020 - 1 PRODUCT APPROVAL SPECIFICATION SHEET Ze�� c _ _ _ __________ _ , , 1 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a ' _ N Cn - a.-• ^+ �� O C M � -_ (1)ty C O 0 U 0 C O Q C O C - O L.L - C -- M O -I.- I. - M co O > -- U) O i -0 -0 U) 4O CU Q F- C (n Q -- 'X9AW&Wff 'tM M �IIN tin C 1 . _ +1? ,(4-1 . .1T L 1. ^� S,tppxt.7 bO cut to *+n1 See i1119x+Dr wl,l . l5ta 16 l! _ 1101ts.: 1 .. is 2 , ` I I (TYP.) 0 1 ''s'P,, `' , ' =..� • . m #141V411 ' 1'6vos 1 0-5 err 1. IJL24 ]U"'t It"i�'Ttil Wq Hurt iloswip ��q i - WIAW,ry ,r� Eros C ;� l;pp16i1 i r - Self ,' illo Nam"(Mabe LDS - - 1�' tf M � T� it f 5" a k.Cross SUPPOrt kim AK,Unit 1i!t $ . � mvSid (Typical.- 4t3rtit11 US ELT t )mr "fill .. r- pct_®nexu _ - .H titer h (` Wd r FL10446.2 FL10856.4 - P _. .. _ ESR-2606 ESR-2549 HD212-2 FL172313 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232,3 ESR-3446 12/3112020 HU216 FL10858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate gory/Subcategory Manufacturer Product Description rovai Numbers Test Pressures Ex . Oate HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL108563 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 Ht128-2 FL10856.4 ESR-2549 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 HD412 .....I... .....--------_.- HD610 _. _---.-..__ HD0410 FL17232 4 ­11-111ThermaTru FL17232 4 - .. .... _ - .... _. _.-. ... _....................._---. FL17232 4 _ _ ._._.. FL17241.7 ESR 3445 - - - ESR 3445 ... __ ....._ __ .. . . ..... .... __ ,,_.... ESR 3445 ..._...._. -. ._.-. ..I...... _...... .. ....... ESR-3444 12/3112020 12/31/2020 .., ...._ 12/31/2020 ......... .._...... 12/31/2020 HU410 HU412 HU610 HUCQ410 FL10856.9 FL10856.9 FL10856.10 FL11468.11 ESR-2549 ESR-2549 ESR 2549 SIM200804 Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 + 67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) ( FL20461.14 +67.0/-67.0 f PS 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/3112020 HGA10KT FL11470.4 SIM200803 ThennaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12131/2021 HGAM10 FL17699.1 Evaluation Report 12/3112020 HGAM10KT FL11470.4 SIM200803 ThemlaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236ess ESR-3448 12l31J2020 HCP2 FL/044?.2 ESR-2551 ThermaTru FberClassic, Smoothstar, ClasslcCraft, Rustic FL7640,1 +67:0/ 67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12131/2020 HETA16 FL11473.5 SIM200802 HTA2018 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 12/31/2020 0 4 mi HTT16 _.._.._ ........._.... HTT45 ............................_.._.... .. _.......... HT_W16 FL17324.2 ..._.... ........ FL1?324.2 .. .... -.... _,......_.. _ . FL17244 8 Evaluation Report ......... ... .. Exaluation Report ..........---'-'-. --- .._ _..... ...-....-- __.----- - ESR-3455 12/31/2D20 12/31/2020 - - --- ._ 12131/2020 HTT16 HTT22 HTS16 FL71496.1 FL11496A FL10456.22 ES-0130 ES-0130 ESR-2613 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindGode Doors W5 (8X7) FL15279.37 + 30.0/-32.0 psf 5121/2028 HTW20 _ _ - FL17244.8 V -- -- ESR-3455 _"' _------ . ---___ 12l31/2020 HT520 FL10456.23 ESR-2613 Clopay Building Products Y 9 Residential WindCode Doors W5 16X7 ( ) FL15279.53 +30.0/-30.0 psf 5/21l2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WlndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747rand 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 HTVVM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SiM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS. HUS212-2 _...._ ., ._...._.------- HUS26 FL17233 6 __.._-_ _____ FL17232.6 ESR-3445 - {-' ESR-3445 __ - - 12/31/2020 12/31/2020 HUS212-2 HUS26 FL10856.11 FL10856.11 ESR-2549 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +40.01-50A psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5620 FL243.9 4/30/2020 FL17232,7 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 €SR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 -....._......__ . JUS26 2 -............. ...._. .._ .....I".. JUS28 FL17232 11 _...__,... __._._ . FL17232.11 . ............__,, -_.,_.__ ........... FL17232.11 ESR 3445 ,_...,,__ _. _... _ _ ..... ......... --- E R-3445 $ _,.... ...._ ....,.,....- _ ... . -. .._.. _..........._ _.r...,. .,. ESR-3445 12/31/202D __-_.__ 12/31/2020 .,.., ._._......_.. 12/31/2020 WS26 LUS26-2 LUS28 FL10655.111 F 0 11 L1 655. 2 FL10655.113 ESR-2549 ESR- 49 25 ESR-2549 3. PANEL WALL __- _._._ . _____._.._ __..., ..,. _,_ ___. _. _ James Hartle Building Prod. . _,_ _ _.__- �._.. ,.--,._._.__.__.. _._- ___- . __..._ _, __..._..__ ._ Cemplank Lap Siding and HardiePlank Lap Siding _ .. _.__. __ _ _„__I-. ._ ._._____ FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70,0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 L€G3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3456 12/31/2020 MST60 FL40852.7 ESR-2105 -._ - .__,_._ ..... .___._ _.-..___ __-._.___,.__._, __. , ..__..._., LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL1085Z4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12J31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab Dimensional FL10124,1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 LSTA30 LSTA36 -..-. __- LTS19 FL17244.18 FL17244.1$ FL17244.18 .._._.._ __.___._ . ..... FL17219.2 ESR 3455 ESR-3455 .......................... SR-3455 .......... _ ...... ......-_.- _ __._. ER 0200 12/31/2020 12/31/2020 12/31/2020 _......_._. 12/31/2020 LSTA24 LSTA30 LSTA36 LTT19 FL10852.4 FL10852.4 FL10852.5 FL11496.3 ESR-2105 ESR-2105 ESR-2105 ER 130 C ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Camp. Off Ridge Vents FL16918.1 FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV1A FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER 130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTTI31 FL17219.2 ER-0200 12/31/2020 LTTI31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 (D O L. < � 0 O L. }i W ^' ICU O Sri L„j- '-F� V O L_ a) M�'{M �V W C`I LM LLI ME W z Z Q J a. LTW12 FL17244.8 ESR-3455 12131/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 WGT2 FL17240.2 ESR-3447 12131/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GultLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 .._._ ...... ._....... _.__..._ _ . MP4F MP5 kPi4 1 FL17244 23 ............. .._... . FL17244.24 _ _._ .____- - L i- 4.22 __.._. ,-._..__..._ FL17240.3 ESR 3455 ......._. _......._ ._.. -- ..._..... ESR-3455 ESR-3455 ESR-3447 12/31/2020 .. 12/31/2020 12/31/2020 12/31/2020 A34 LTP4 LSSO WMI416 FL10446.3 FL10446A9 FL10446-16 FL10667.86 ESR-2606 ESR-2606 ESR-2606 ESR-2615 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 3ne/2019 Product Approval 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 -._.._. _.._.__._r_..____­­___.1_ ANCHORS Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2020 Code Entity or Date � DatePendinp - RevsTypVersion Manufacturer n Contact DanineS. Kuhn rise Validated By validated SubmittedFBC/2017Approval !Quad status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/772017 12/122017 Approved Category: Roofing (352)498-0778 PE-75519 (334)300-1800 Subcategory: Metal Roofing info@gulfcoastsuppty.com Compliance Method: Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer .. . ., _ .. - . .... .. ....... . . ..... ,. ,_-Edt,'idS 4.RS- 'I.,, f ,n ,. :,;: , .-.. ..:.., a : ... ;: ,., c -.... ,r:, _._ ,.... � � ,. �< .., }_...,. - ., _.. s ,. ,,.,,, Quality Assurance Approved for Use Aoeroved for Use Impact Desion sea 9 Product Model. Number or Name Product Description contract Expiration Date in HVHZ outside HVHZ ResistantPressure . 1 0.032&quof; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +NlA!_ over 15/32&qud; Plywood-108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/A/ Roof PanelGulf p24Ga. 17&gywow-116.opsF 3 1& not 2 a. Gulf Sna p a 1& uof Gulf Sne 24 Ga. 17& ud wide Roof Panel 0 H2 0 4 Y + -- Snap q 9 P q P q 4 2 2 es Yes N/A NfA/ 131.OPS over 15/32&quot; Plywood 4 & not 24 a. VersaLoc + 1 q g rs 1&quo!, VersaLoc 24ga 16.5&qud, Wide Roof Panel 04l122024 Yes Yes N/A N!A/ over 15/32&quota Plywood-138.5PSF .. 5 1&quot,VersaLoc.032&qud;Aluminum 1&quot;VerseLocmm.032&quot;Aluminum over 04/122024 Yes Yes N/A +NIA/ 15/32&quot; Plywood-101.OPSF 6 1.5&quota 24ga. Gull snap t5&qud; Gulf snap 24ga. 16&quot Wide Roof 04l122024 Yes Yes N/A +w.v Panel over 15/32& u Plywood - q � yw 7 1.5&quot; 24ga VersaLoc 1.5&quot; VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over is 3z&qud, Plywood lzss=sF 8 29quot; 24ga. MegaLoc Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panelwar 15132&qud; Plywood-108.5PSF 9 24 Ga. Gulf Lok + Mn 2 G o 68.qu t, Wide over 15l32&qud: 04/122024 No Yes N/A N!A/ 96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/12/2024 No Yes N/A +N/A/-93.5PSF over 1x4 Wood Purlins over 15/32&qud; PWood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +NIA! 18&qud;WideRodPanel over lover&qud;Plywood -N/A/ SF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood-156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga.. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Panel over 1x4 Wood 04/122024 No Yes NIA +N/A/ Purlins over 15/32&quot; Plywood-156,5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 Yes Yes N/A +N/Af 15/32&quot; Plywood-161.OPSF 16 2fi Ga. Gulf Lok Min 2fi Ga. Gulf Lok 16&quota Wide Rod Panel over 04/122024 No Yes N/A +NlAF63.SPSF 15/32&quok Plywood 17 26 Ga. GulfPBR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04f122024 No Yes N/A +NIA/ Plywood-154.7PSP MSTC40 MSTC52 MTW12 ..... "` "-- ' Wvvie FL17244,26 ...... L17244.26 ......-. FL17244 8 FL17244.8 ESR 3455 __ ESR-3455 ... .. ESR 3455 _. _ _ ESR-3455 12/31/2020 12131/2020 _12/31/2020 12/31/2020 MSTC40 MSTC52 MTS12 MTS16 FL10852.11 FL10852,11 FL10456.33 FL1 34 ��� ESR-2105 ESR-2105 ESR-2613 ESR-2613 MiTek Industries, Inc. Truss Plates FL2197-1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Y Rim Board LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D- MATERIAL Cast -Crete Corp. p High Strength Concrete Lintels g FL158.1 N/A 5/21/2022 MTW18 FL17244.8 ESR-3456 12/31/2020 MTS18 FL10456,35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL114X9 SIM200803 NFM35X12 FL578,2 Evaluation Report 12/3l/2020 MBHA3,56/11,25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluatton Re Report 12131l2020 MBHA3.56/16 FL13904:6 ESR-2616 PAU44 . ....... ...,......:__.._ _. -..,-. _... PAU66 I.."........"., ... ........._.-_ _-_._.._.._.__ PHD2A .......I.. _.._.__._ .... .----__.-. PHXU3516 FL17239A3 _.. ....._, - - . ---..... .._I.._. FL17239 13 .... ....." ...'Lill....._... ,....... ...... F7219' 3 ........._. _ __..:.._ .......... FL17241.20 ESR-3449 ....._........ ........ .....-..- ........ ..... ..... :......: - ....... ESR 3449 ,................. . .._....._ ........_._._, ..... .. . . t..._._..... ...... I... ER 0200 --...._ ._....._. ....I...:_.._ I........1-. :..... ....... .......:...... ESR-3444 12131/2020 .. ........... ......... 12/31/2020 _.._ ...._.........._.. 12/31/2020 ._ _ - .._..._...... 12/31/2020 HDU2-SDS2.5 GLTV3.516 FGTR CS16 FL10441.4 FL10667.8 FL11473.2 FL10852.1 ESR-2330 ESR-2615 SIM200802 ESR-2105 '- .._.._._._. i' The products listed below did not demonstrate product approval at Ian review. 1 understand that at the time of inspection of these products, the f011owin _ t p p p g __ .._ ._ ,_----,..__....-- information must be available to the inspector on the jobsite- 1) copy of the product approval, 2) I .._ ��-- __.. . __ ... _. -.. _... - .. - - -. _- _. _ _ _. _ - - -._..- __,.._... __- ___-v...�__. ._.-.,,�..�._. _.._...._._ __... ..,___ .._.._-.._,..._ __..____.,__..... �.,_.....,�__ __.m _,., _, _,._......._ ., ..-_'___. _,__..,,.,_ ..,_._____._. __ _,. ___... _ .__....._,-. _.. ____._... .._ _--._-. ,_____ _....... ........._. _ __�._,..>- _.____....... _..i r-----._._.,.....__,„_.,....._...,..w,..___._---,._._ ... ,_____. ,,__:. .>,�_. _-�__.__,... ,_.____..__. _.„..._._.,_.__ ._____ __,. __.._,.�.,._ .---------I-..,_,_....__ ____.____.. _-._____ _,.,._..._.... _..-_._ ..__ ._.-_ _._.__ _,--..,_.,..._._ , _._-__..,_-__,._.._....___,._.._..-_.._...._...._....._....._; ,! { _..._.,-,.__...,.-.._..,...,__.....__....._-_....__ ,_..__...,,.-..._...,,__„-..,_,......._..,._,.._-.._'__,__......___..._.....-._.--i.._,_-_,..,�._.._...-..-,...,............ ..._,._..,.__...,_....�,.__. _.._ .-.......___,_,- _.,._,._..__. ..._._..,_,._.-_ ....,._._.._....._ _.....,,._.._.. t.<._..__..__ ..,,_._,__-_.;.._._.._. ._._....___..,-..: :. _. - ' - -- - _ -. - -. ; I , ;- i s - . ; ! i ; ! t. ... ._..,.,. .. .___...,...:,....,-... ..>.._..._:.. .,..._,,.: ' ....._a..,:..„. _.. _.,......'_,. __. „..._.. _____........,_.,,......'; _ _,.._._.__, ..._.------- __._._.__ .,.,,_....,...__. _.....-__'__ _ _.`__...,__a._.. __.__.,.,_..__. „.._..,.. ._. ,. _.. _,_., _.., _.,.....,_.., ,._..._- .,::._._,_...._ _.__.s > { __.---__. , _-_,_.__..,_v,_ '_1'_1__ ._,.,...___,.. _ _-1--__..._ _.,__...,, a_ ..�._____v_..,, _ ._ -. .._-. ,.._..._.. __.'f_... ._,..____ _1 APPLICANT SIGNATURE DATE `. _ ; ,....n._e .._ ... ,. _.m..-r ...................s. _.-..�.,.> _,..a�- ..,,.._..r,..<,> .,,___.:..._ _,..__,.,<. _.. >._ _ ,,..... ..,.....: ,.m..,.,.,......_ <..,.,....,.�:, �.,.:.-,>,... _......,.�...-..,__v_.._..,_.._ _... ,....m_.._..-W. , ....,....... �.. .._.,.....,..,.,.._.,...._._,...........-.,,.-._�_.,_, . ,_,_, .._ __ _......_ _._.., . ._., __ .,.n....:._._. RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 RT15 FL17236.3 E$R-344$ 12/31/2D2D HID-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/3112020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 _... _. ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR 3448 12l31/2020 H4 FL10456.14 ESR 2613 RT4 _.._.._.... ,_. _I....... RT5 -.___.....-..-__._. _ ...... RT7 FL17236 3 ._.I._.... .. ---- FL1?236.3 __.__ __ ... _......_ _ ._.. _..___....... FL17236.3 - - ESR 3448 __ ......... ....._...-_.-._,._,.... ..... .....__-... ESR-3448 . __..... ........ ._........... .. .._....._ .. ......... , ._..._.. ESR-3448 12131l2020 -- , ,-...-..._.. 12/31/2020 _ 12/31/2020 H5 H2.5 H2.5A FL10456.15 FL10456.11 FL1D456.12 - ESR 2613 ESR-2613 ESR-2613 RT7A FL17236.3 ESR-3448 12131/2020 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4. FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12l3112020 SP8 FL10456.45 ESR-2613 SPT8 _ _ ...--- _. ........ .. .... .. SPTH4 .. .......... SPTH6 .. .._._ ....... .. ......... SPTH8 FL17244 32 .......... ......... _ .. .-....._._ FL17244.32 ......... ......_._ FL17244 32 .......... ......... -.. _ ._.. _ ...... FL17244.32 ESR-3455 ..... .,, ..-.._ .__. -.. _.. ...._ ...._.. ._..._.....,_._._..... ....1.. __ ESR-3455 .......... .. _ _.............. .. .I........._ ..........._.._.-.._.-_.. ... _ _- ESR 3455 ..I......_ . _ ..._ ...... ...._...... .----.._._ .- -....I..... ESR 3455 12/31/2020 - .---------- 12/31/2020 __.-------_.._ 12/31/2020 .....------- 12/31/2020 SPH4 SPH6 SPH8 U24 FL10456.46 FL10456.47 FL10456.48 FL10655,141 ESR--2613 ESR-2613 ESR-2613 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 32af201e Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/3112020 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 11 D612 .... THDH414 UGTS3F .....- ---... UPHD8 FL17232.16 ..,, ...._.- _. ._ _.._ ._,..... .... FL17232.17 FL2033.1 . _.... _..,__ __ __.__ ... __... ... FL17219.5 ESR-3445 --__.... ........ ......... ....-... ......... ... ESR-3445 .... p.._ . "I .... Evaluation Report _._.... ........ .... ..... _._ _....... .... - ... ........................................................... ER-0200 12/31/2020 ... 12/31/2020 12/31/2020 12/31/2020 MSTAM24 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473.19 FL11473.9 SIM200802 SIM200802 SiM200802 SIM200802 Quality Assurance Approved for Use AoDroved for Use Impact esl Sea # Product Model. 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 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot; Plywood-151.7PSF 19 26 Ga. GulfPBR Min 26 Ga. GUifPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/Af -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GUIfPSR over 1x4 Wood Purlins over 04/122024 No Yes N/A -NIA/ ton 2&qud; Plywood - NIA/ F 21 26 Ga. GulfRib Min 26 Ga. GUIfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A -NIA/ 15132&quot; Plywood-164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GUIfRIb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/Af -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GutfRtb over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ _159.+NJA/ PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRlb over 1x4 Wood Purlins over 04l122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood-164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +NIA! 15/32&quot; Plywood-123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04112=4 No Yes N/A +N/A/ -146.l 27 29 Ga. GulfRib Min & ot; O.S.B. over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A! 7/16&quota D.S.B.-101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A -NIA/ -116.OPSF - - - LGT3-SDS25 FL11470.7 SIM200803 LGUM26 2 FL11473.12 SIM200802 - - - - - . - - - - - - - Search Criteria Code Version: 2017 FL k: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL 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 HVHZ: ALL. Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET NO. PA 1.0 ___ 4. Flonda Department of Business & Professional Regulation Page 1 of 8 Florida Department of Business & Professional Regulation Page 3.18 Building Codes and Standards 12/122018 Building Codes and Standards 12JI2201e Florida Department Business &Professional Regulation Pop 1 oil Florida Departmend Business & Professional Regulation Peps 1 d 1 Product Approval Application Detail PP PP Product Approval Application Detail Building Codes and Standards 6 Product Approval Application Detail iwmla Building Codes and Standards 115mie 9 Product Approval Application Detail Cotle Entlty or per, Data bate Pandrno 29k Code ERuty or gA(g Zak Data Pandlno 211 1XU Version Manufacturer Contact Enalnsar&License Validated By Validated Submitted F13C Approval Ae8Lg d Status I1ms yamhn Mwufacturer comas Enolneer&Llcsnse Validated 13v validated Submitted FBCA omval Aooroved. Revision 2017 Therms-Tru Corporation Wright Lyndon Schmidt, P.E.P E. Ryan J. King; P.E, 10/152017 07/1?2017 10/182017 12n 2/J0T7 Approved Revision 2017 The Corporation Rick LyndonPE-434 F Schmid, P.E. Ryan J. King, P.E. 12/132017 12/132017 12272017 02/132018 Approved ErsmLor Rio Igo no 220 E�or 120 ode 20 iRick Category: Exterior Doors 9 (419)39B•1740 PE-43409 (873)767.6555 gory: Category: Eldertor Doors 298-1 (419)298-1740 PE-43409 (813)787-6555 UK ValrolownMeanCanted Welshed ft validities jailialatal Pill Asairousell Awarcerowd mum LIM v6ralaft LiNuddeum carded Enalmoor.4.Ligatures Valld.bdM VaNdabd Submitted Awl Subcategory: SyAnging Extetior Door Assemblies dckwowtlldgmAsutiams. Subcategory: Swinging EXtedor Door Assemblies dckw(grwbldgacnsuitams. Revision 2017 Therme-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 121202017 09212017 12r=17 Approved Revaidt 2017 TMrma-Tru CapoRaon Rick Wright National Aoaaditatlon& Ryan J. King, P.E. 1212MI7 O21MO17 12122WIll Approved Compliance Method: Evaluation Report from a com Compliance Method: Evaluation Report from a com Category: Esbrbr Door (419) 298-1740 Monagerm m hMWb (813) 7674INS Cabgmy: EAwilor Doors (419) 298-1740 Management Ins*Ae (813) 7674M6 Florida Registered Architect or a Ucensed Florida Florida Registered Architect or a Licensed Florida Subcategory: Swinging Exterior for Door Assemblies aubCabggy: Swinging E10ador DoorAwambYw rosovC tetddgconsutanw. Professional Engineer Professional Engineer I- Fir me MMlud: Cortillntlon Mack or Listing Can Coopltenu MWwd: CertMntlon Mad or LWinp corn t.1204614a Pmduete fl.ibg46d-fL1Pi4d4eta '- .- -_. ` Quality Assurance Aooroved for Us, Aao vatl for U9a Impact gasman DudlN Aaarusnee Aooroved for Us, APpmved (or Uas Impact De,Ian Qtmft Assurnew Approved4or llr Asomilvedforlike hand DOOM Ap.rored7or Lies ggggl !1!!les gaol ProduM Medal.NumbermName Product Description Contract Exdrstlon Data In HVHZ Outside HVHZ Resistant Preaeuro E pmducl MedN. Number or Name Product Descdetion Cordnct Expiration Dais )gam Outside HVHZ Resistant Pressure At" Product Mpd&L Number Or Name Product Description In HVHZ CkA,10 HVHZ Resistant,PiWurs alai GRESELgAMD102RDO In HVHZ outside HVHZ t 1 a. Thera-Tru Fiber -Classic and Smooth -Star Nominal 68fg9;8 &quolNon-Impad&quot; Opaque IZ312020 No Yes No WA 1 a. Therma-rm Fiber -Classic and Smooth -Star Nominal 68I1039;8 &quotNorrlmpact&quot; Opaque 12/312021 No Yes w WA 1 a. &qual;CMakoCrM qual; ant &quokBemslmark by 6M and 810 Opaque and Gtesed Flberylaa Door wish 12131=1 No Yes No WA 5 a. &quirhSmooM-StarBquok and &quohBenchmork by BR! rq to Opaque and Gland Fiberglass Door with 121312021 No Yea No WA Composite Edge Fiberglass Single Dom Composite Edge. Fiberglass Single Door TMmM-TnlBquot and wMqut Wastes. Inswing and Gulawfng Thermo-Trullqual; and without WaBM. traversal and Cowering (Inswingroutsveng; X cmeguretlan) onwing/Outsering, X cmmgurstion) f. era Fiber -Classics SmodrF ar rib o 1=90 N m 88.409, &qud on -Imps &gaol; Opaque 121312020 No Yes NO N/A 6 f. TheraTru Fiber•Glasslcarld Smooh-Bier Nominal 88dg9;0 &qualNori-Impect&pool Opaque 13/312021 NO Yes No WA Composite Edge Fiberglass Single Dom Composite Edge Fiberglass Single Dom Inswin tswl ;Xeoml uration (Insvin s1Mng; X configuration) 9 I. Thers-Tru Fb r-Classic and Sm din -Star Nominal '.8& ud o 1 e 0 0 S&w39. q N o- intact&gook Glued 12r312020 No Yes No WA g I. TharmaTru Fiber-Clmslc and SmodMSter Nominal 68de9:e &qud;Norelmped&goal Glazed 121312021 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door pdaMngtounavinlg; X comiguratlun) naMn tswlng, X camiSun: 14 n. TheraTru Fiber -Classic and Smooth -Sim Nominal 88A39,0 &quotNwHinpact&quok Glued 12/312020 No Yes No WA Composite Edge flberlass Single Dom n. er a ru. Fiber- ss c o - om a quo o mp es No WA Composte.Etlge F@ „__.:,...._._.__..,arglass Single Dom Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes and Standards IZ0/2020 Product Approval Application Detail Quality Assurance Aboroved for Use Alwrovd for Use Impact Delon Sea# Product Model. Number or Name Product Description Contract Exolratlon Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420ALUMINUM SGD SERIFS 420 ALUMINUM SGD OXO 12/312020 No Yes No N/A 145-3/4&qud;x80&qud; NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES 420ALUMINUM SGD OX, XO, XX 121312020 No Yes No N/A 96&qud;x808quol NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No N/A 145-3/4&qud;x96&quol 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX, 12/3112020 No Yes No N/A XO, XX 96&quorx96&qud; 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES. 420ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A Florida Department of Business & Professional Regulation Pepe 1 d1 Building Codes and Standards 1f lmill Product Approval Application Datall "l n7.4D 29da Enter or I21k 20 gain 6ndha Qlg Drag Ymlon I fisWmd EnabwiLJoe Vellde lid N Validated aultmmw PBC Aan[mlM Approved IN" Fu vwbn 2017 CURRIES DiNawn of AADO, Its Dedk Dee UL LLC Ted Samson, PE 11/302017 101AM17 12MM17 Approved Celestial ada dow DOOM (641) 494-2844 (305) $88.4707 stnnrcae.aory:ExbrbrOdorCanpofenw don dedkiiiiesiambloy.co Caeparwro Method: Certautlm Mork Or UMN in FLN1&V74r7 Imam AMR Product MedN.NmmMrmNam Aaamndfor_the AwrovdforUse lowest E2eelon 1nBVlY oldholl"HVHz PtesMxs 1 W. 707, 727, 747, and 847 Shaw and Pain of Dom Flush, Glazed, and Louvered apple and pain of 12031=6 Yes Yes Yes WA bollow rnapd doom. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 120/2020 code Erdity or 292 120 Dale Pendina We APA Verslon Manufacturer contract Ernolneer & License Validated IN Validated Submitted Fit;, Approve] AA gro-dve Status Revel. 2017 Mi Windows and Doms Brant Sitlinger American Architectural Steven M. Uri PE 061042019 OM42019 061072019 Approved Category; Windows (717):365-3300 Manufacturers Association (717) 317-8454 Subcategory: Fixed baithnger@miwd.com Compliance Method: Certification Mork m Listing FL1ih6349-R12 PYdums . 9eo # Product MOM. Number Or Name Product Desoritlon Ouallty Assurarnne Aooroved fin Use Aooroved for Us, Contract Embetlon Date In HVHZ Outside HVHZ impact geelan Reslstam Pressure 1 185 PW 73 x 72 Insulated Glass 04/032023 No Yes No-601-60 Florida Depertryw rd of Business & Professional Regulation Poe i a i Building Codes and Standards 1a/201e Product Approval Application Detail raft Enft OF gag 21k Der Pmdha gong Die version misidistagist corded Enak�&Lkrs VeldohdBy Wool atiQma4d FallAarsmM Approved sham Review 2017 Therms-Tru Corporation Rick Wright Lyndon F. Schmi P.E. Ryan J. King, P.E. 10/18I2017 101182017 10rZM7 12/122017 Approved Category: Exterior Doom (419) 298-1740 PE43409 (813) 7676555 subcategory: swinging ErdeMr Door Assembles ddWGr WbwgwnWAWtS. Complance 4betd: Evaluation Report from a uouri Florida RegWs ad Architect or a Licensed Florida Professional Englnaer PM64040 Product, agE Product MOM, Nurkor or Nam Pmdm In ouwft.mm liesktut P1essB! 1 a. sow .Faorcwasw&qud;, &quoksmodh l arBquol, fl&ftequotwrpad8puol Glued Fbeglap 1YJ12MI s B No Yes Vas WA &gwkCwsakCmsBquok or &qud;ClesslcCrae Ruedo quok Single Dom - 00 in -I g m Ouwwkg Conllpuratlm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applcatton Detail Page I of 1 II w5wis t ` 22111111 Enft or gets. am DolePWKB- 211a Dugs Version Misadeassal Contact EIBIE[ALI92M Yelldgmm Yesdand Awmmd iEWAcaroul AREgM lima Review 2017 Clop ry gu8atrlp Products Campany Mark YVespu6eld lFNdek Tasting Smaso NA, Gary PM~ 1129=17 08/10r2017 12A52017 Approved Cosagmy: Exterior Doom (513) 77"M IM (513) 51945M subcategory: Sectional Exterior Dom Assemblies mwesterMld�okrymy.am Comp9rrce Method: GdMmBmi Mark or Umft FL61627949 Products SadkAUIMM Annotated I1w A9mr'Jae kesest alam alas Product DestihOw In Bash= Presesm 37 037 V11i PAN41F151: 84A, 94, 73, 75, 1500, 190, 75, Steel Pan (min. 25 ga) Single -Car (up to WT wide) 05212028 No year No -30 PSFI32 79V, 4RST, 4RSF, MST, BRSF, 2RST, 48, 42, 56, 48B, VANDCODE&s174; W5 Gaage Door PSF 428, US, Goss, GD5SV, GRSS, GR6SV, AR68, AR6SV, ED6S, ED63V Florida Department of Business & Professional Regulation Page 2 of3 Building Codes and Standards 120/2/120 Product Approval Application Detail PI a+748g•R5 Prplwdts ; - u „ d1MNVASSumnce Agwroyod for use Approved for Use Irmow Poison Sao a Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Reslstam Pass re 2 185 SH 52x72 Fin/Range Frame IG/SG Single Hung 101CM023 No Yes No +601-60 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail sm Eel.lor gag 211it !tom 1201; Drag Veumn Hesibatial Contest Zidesesr ALLt.- Yondoltl-®L Yard alrhmWW LBs.Aoorsgral Apg[mad antes Revision 2017 CIOM emkfre Products Company Mork VYsMerMid Imartek Tooting Selvins NA, Gary Pfuebter 11MMI? 0en012017 12I052617 Approved Croseary: Exterior Dam (513) 7704M Inc. (513) 519658s SubCollial Sectional Exterior Door Assemblies spay.com Compliance gMtltod: Cer86catlon Mork or Lhdng Quell Assuesmag Agg[m.d.for Use Aaa®led for Wo lmestS Eoom H!a! Product Modbil. Number Or Nam Product Ducriodon 290MMLAwkilogam In NVHZ Oubkb HVHZ Beskdam Palestine 53 053 N05-18 PAN-2F153:111194, 73, 75, 15W. 191), 4RST, Seel Pan (min. 25 ga.) Double -Car (07 to 16-0- 05212026 No Yes No -30 PSF130 4RSF, SRST, sR8F, 48, 42. 55, 488, 42% 55S, Goss. wlde) VANDCODE8g174; W6 Garage Dom PSF GDSSV, 01M, GR61l AR58, ARBSV, E06S, ED6SV Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail illfSM4ti Same Enter Or jyes Version saireassaturtir Engineer A Lloorwas V&Ndobd By Rwbion 2017 Ciopsy ft" Produaw Company Made V4"Wl ld Intorbk Testing Services NA, Gary Pk~ Colegoey: Exterior DOM (513) 7706082 Inc. (513) 5196586 SubCesgory: Sectional Exbrlor item Aesembtlae nwieder5ddilidopay.cm Coegsrwe Matlrod: CedMulbn Mad Or LIMhg B,itltfII11141i.Prsmwg Pop 1ofI immi9 gag gate gate P.mlNao 21t9 Valdded aubmad Fee AoonWW AN" 112A@017 o8Hordo17 121062017 Approved Qu&W Aseetworecto Approved far IN, Averaged for use leis 0-han Aga Product go". lhaderW Nerve a Contract ExphvAlon Deb In NVHZ oLd"IOlI.S Ihakders Pressure 85 085 Na-09 PAN-2F163: 73. 75, 84A, 94, 42, 48, 426. 489, Steel Par (min. 25 paJ Singlill (up to 9W wide) 05121=11 No Yes No a38 PSM-42 41IRST, SRST, Goss. GRIPS, ARK ED68 WINDCODE&e174; WS Garaas Door FEW Florida Department of Business & Professional Regulation Pap. I of I Florida Deparhrlent of Business & Professional Regulation Pop 1 of I Building Codes and Standards 115will Building Codes and Standards 1=10 Product Approval Application Detail Product Approval Application Detail Entity or gang gain. tiers 19,12394RIM &ode E91.L9L go Rag Ra Dfea Vy�gmmnrrww googol f.nwrmK.alk� VallddedN Vessel awn" FwAroomarw AammQd Eloise Din! Vega Nkoubehm meat Isrudnew ALtrame VasdnW13V VllkWed Submitted FOCAdgrsrN Aoaoaed am& Revision 2017 PGT lnduekNa Den Ruad Mlarn4Dodo BCCO-CER Mwrti4Dsdo SCCO-VAL 12/2012017 12/08=17 12252017 Approved Rovisin 2017 PGT kwuswn Dean Runk Mwri&oo"BCCO-CER MWn-Dade SCCO-VAL 1220f2017 12OWN17 12M512017 Approved Category: Vendows (941)4866100 (786)315-250 Category: Wlndova (941)4g8-0100 (786)315-2590 Subcabgory: Food druark@pg6nduabwp.com 8mdcalgovy: Sk1sple Hung druarkilipgWidustriaLcarm, ComplYna Method: CeN6ration Made Or Using MA2434t2D Products CompUom Metictl: Certaratlon Mad or Listing P1.82104RIM Products aesa Quotas Assurance, lustarsaftill for ,Use Approved for lls. In HVHZ Qtdolft KVHZ knood Doom Roodshant P- aesa GLOW Assumym Atrsamed oxSh! AaarslLetl-l9[Laws Protests OMMO� InIDBY Qualaddle HVHZ bRDW Doolan Realistas F_ 9 PW4520 (LOW Mieese Impam) Vinyl Foeed WWWaw 04/30r= year Yes Yes WA 7 SH-61i00 Ngp g9ss9e Impam) vwro single tknp WpMow 0713M020 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page i d i Building Codes and Standards 116=16 Product Approval Application Detail 19t1d1i2$i FIM31924M fit* Ent.t9L gag Qua Deb PWXFM Pig r:edt Die Ywlon masilraw[ Canted Emaltgx3Jdoenss Validated ft Valdabd atidldM@d FIND Approval Approved alapm Dme Weak. m Rsvlelon 2017 James Hanle auadng Products, t. Pkgweng Zhu Ronal I. Ogawa John Southard, P.E 0SWW17 OOMM17 05,11MI? f 011020/7 Approved Revwbn 2017 Janes Hamer Butictmg Products, ino Category: Panel Waft (OW 349-2927 PE-24121 (352) 367-2526 Caboll Pared Wool subCatgory: Siding pkoomug.MUG$Wwsha SubCategory: Sldhg CaepWns@ Method: Evaluation Report tram a dle.cmn Carppaiw Modwit Evaluation Report froma Florida Regisered Arddtem or a Licensed Flores Florida RepwMed Ald it Or a UMMW Florida Profettwnal Engemar Pr0Mslonal Enginear fisa MAwlralirs Aporarod jor ihs Approved for lh! IMRIO 219M $!ad I011tlK gpgk WIM Besk6mt Pa4esw. sea! PrmWMoM Number am- 2 HomlaPwnk Lap Sitting faer-comer lap all 12/31=0 Yes Ysa WA WA 2 HardklPlmk Lap SINg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Quality Assurance Approved for Use Aooroved for Use Product Oescrldlon Comrad Exolratlon Date In HV Outside MVNZ Vertical Aluminum Mullion 121312020 No Yes Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d2 1=020 FLa2a14t11 Des an lim N!A MW Ymion mandohm Revision 2017 PGT Indushba Category: Vi ndovle Subcategory: Molecule ComplWrce MadwO: Cediflostbn Mork or Llating "MI4 1 Products seal 1 MWtions li Dom MO Wi doets P.giort 115rmi8 B,lIS272 B2 Eaft Or D!g gag gab Pendre 20 2M contest EntolnegLALkada iwwdm N Aid" ANkm fd PWA9armal Juaroud AMR Die Vadgn Malin Pinpeheng Zhu Ronald 1. Ogawa John SauMad. P.E. 0625=7 08,OW1017 OS2SM17 101102017 Approved N.M. 2017 Atelda (909) 3402W PE-24121 (352) 307-2528 C.bgary: Penal WNa PkpMongshu@prnesha BuhCtlapay: Was dw.cm Cow*Um pa Mathedi Evaluation Report from a Fbdda R5als11red Architect or a Licensed Pkxlda Professional Engineer QLNMAmlAnorovf0for Use ADDravoill for the lmod gesha iatlYl$e outsidel9 Beskbd Pressure, No Product Modal. NrmlMr or win. 8Wr-cemerd too sldino 12/312020 Yp Ya WA WA 1 a.&quotzT&quok Soffit Florida DepeMtent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 or I 1167m/8 Florida Department of Business & Professional Regulation Page I d1 Bulding Codes and Standards 115ao15 Product Approval Application Detail BANIM Sob sathly OF 20 Rik Date P.WW. 20 Die Version misaidiskim Ca"bCt Indicator Ji.License VerAVAd By Ve N" alb FW ADWmat Aaprssed atakm Revision 2017 POT h wusvin Dean Ruark Mlam4Dede BCCO -CER MbmHDade BCCO- VAL 1220=17 11282017 125MIT Approved Category: Exterior Doom (941) 48"100 (785) 315.2590 SubCab9ory: Stidhg Exterior Door Axanolkro droedr@ppdlduebles.Cor ComPWnm fAo~. CeNSration Mark or Listing Approved for Use A r losseat postal Awl Product HOW. Number Or Monte Product Degradation cotmat Expkmiwn Dab In HVHZ Ill Resistant Pressure 10 SGD-5570 (Large MWIw Impact) VinylSlMhig Glass Door 041142021 Yes Yea Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft I/Mi. "112,724115 2m Enter OF 20 20 MA Per'sm 20 Dr@ Y9nkm ! contw ya5debd atr Midland aghmad FEE AADMIM ADwavMl Ego Revwbn 2017 Clopay 80ldbg Products Company Merit Uleets Aw I ". Teathp Sony a a NA, Clary PNehwr 11/I!M17 01IM02017 12105=17 Approved Caegmy: Extedor Dom (513) 770-WU Inm (513) 51g$s$il subcategory: Sectioned Exwdm Dom AasmbBes nFortallortlowillpolopay.cam Compliance Method: Cerbkobo l Mark or LWhp QLmft A- Agate Agaroved far Use lweaf Dow- AW In HVHZ oualdle, HVHz Resistant Pleesln 102 102 VA-16 PAN-2F163: 73, 76. 84A, 94. 42, 48, 42B, 4813, Steel Pan (min. 25 go.) Doubb-Ca (97' to 167 06 mans No Yee No a37 PSFi 41 4RST, 8R5T, GD5S, GR53, ARKS, EDSS wide) VANDCODE&0174: YO Gage Dom PSF Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1r202020 Product Approval Application Detail �Lg'I53914t7 Pioddets ,, , ,. ,- : • ' L ,: Quailty Assurance Aooroved for Use Anprovd for Use gggagt ggggg $actR Prmiuct Model. Number or Name Produci Descredon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 He 188 Fin and Flange Frame 73.62 insulated Glass- 02/162024 No Yes No +55/- 5 Ease, or Pig 2ift Dal Penalties no ralaft Contact EBalmorALtronse Yelldatad vwldmw atipmlpad FOCAommml A9mmod atesm Dies VolmaB militudishell Dean Rued MIamFDado SCOO - CER MwmFDeda BCCO - VAL 129WM17 11115M17 12/09I2017 Approved Rival 2017 Jared Hardie Bulkling Products, Inc. (941) 48MIDO (756) 315-2590 caMlpry: Penal NMge dmwk@pganduahbs.com SmdCctapogr: Swing CmpltenasMatliod: Evaluation Report 5pm a Florda Registered Arclited or a lJanaed Fbdda Professional Engineer Quasar Assionsimus Acerveard for Use Approved fartas wal g!!f® "11924te Prodmb Product Description In HVHZ Cubklo HVHZ Restated P.aeesars Alumhm Muaow 0528=1 Yes Yes yes WA aesP 1 CertpwMr Lap Siring Florida Departrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oil 111541018 Enter or m 20 gag C4Adha gpg Cra..t F-IALicenses, Validated 9, Veidwhad alb PWAwrslul Amtimnd atekB Nick Thmnpeon Lyndon F. Sch mdl P.E. Ryan J. King, P.E. 101042017 1OXK=17 101111201T 12/122D17 Approved ($30) 922-2389 PE-49409 (813) M405 rdhompsotlQebwe.wrn QLie t Baaro dfori Apomvdfor Use knomd gedm Product Contrast Exolratlan Dde In outow HVNz 1h5 Piles g Vent or Sdld Vinyl Sues 121312020 No Yes NO N/A l3JHW2-R2 Dina Slwge llwdMlw[ RsvfeloR 2017 AWde Category: Panel Nab SulaCYgpry: Stake compliance Mtamod: Evaluation Report thorn a Florida Regi a red Architect or a Licensed Florida Pro teulond Erghow All 2 b.&quetASlanoe T41kqud;Sofro Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Post, I ' 115=1e Ender gag 21M Do*.PWKVM Peg contest EDapesealkane mwwlwtk Yard allhmged MC Ass mi m Pwgeheng Zhu Ronald 1. Ogoem John Southard. P.E. 08262D17 08MO12017 08282017 10/102017 Approved (900)34111-2927 PE-24121 (352)31117-2626 pingeheng.zhu®lam rt her dte.com A9asnovedfor Use Approved for iht I0210 229M 1111 Outside, Roisjohoet Pleessm 1lbarKenwnt lap owing 121312= Yes Yes WA WA Florida Departrnent of Business & Professional Regulation Pape 1 d 1 Building Codes and Standards +/Sainte Product Approval Application Detail gray 9r gets. 2im Dab Pig Rik Carded Zm*NKa1A m Value YMidrtg aWnlifled FWA9arm`el Aaarond AMR Nick Thmrpwn Lydon F. Sd.WL P.E. Ryan J. long, P.E. 1010412017 10/03/Z017 10/112017 12/122017 Approved (330) 922-489 PE43409 (813) 767AM nwmrpwnQawwe.oam AaDrDvodfor Use IM" Raft ProduatDeseddbrm Contract ElDRWUMcase IaIBRg Ouhkiego 4 Prsletirs VentorSdld Vinyl Sofa 12131rM No Yes NO WA _&_a N W r -Cu � }r N OL Q O CU O 0 �0 N C O .V LL p > .� E a) ^O F /U) -0 O .- COl..i O W 71A W cass"a's as eaa� -4assaij U as a� U) O (1) W (j) V M O -6sassall' � Q U O L V! (M) co cW G Z Z Q J CL SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Page 3 o0 Building Codes and Standards 12w2020 Product Approval Application Detail rcvd! Entry or ggg 21U Date Fondling -C!dg Type Verso Manufacturer contact Engineer & License Validated By Validated Sulumitteld FBC Approval Approved Status Revision 2017 GAF Micheal Stieh Robert Nleminen John W. Kh—vich, PE 12J1120 19 12/1112019 12/182019 ding FBC Appn Category: Roaring (800) 766-3411 PE-59166 (954) 772-6224 Subcategory; Asphalt Shingles mstleh @gof corn Conpllance Method: Evaluation Report from a Floda Registered Architect or a Licensed Florida Praesshonsl Engineer FLOIC1244 M Products _ Sag # Product Model. Nmmber or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use Impact Design in HVHZ outside HYHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and 12/16202.2 No Yes N/A N/A hipkidge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail r.20 Eager or LM Version ardd—a.Liense Vdidbd ter Randolph 2017 L.V. Thompson, W. dba Thompson Architectural Tony Cribbun Leary R. Priest Lake Bowden Meh4 Company (rAMCO) (813) 2483456 PE-74021 (334) 3001800 Qrtagory: RoohnO "Ggwneukooft.p Subcategory: Roofing Accessories that rue an lallegral Part of the Rooerhg System Compliance Method; Evaluation Report from a Florida Registered Architect Or a Licamed Florida Professional Engineer Papa 1 d 1 115=1s lag Isla Deb-Gf>.Da )tea YJWakd Aubmwd FWAlta.vd Ammmad two 10V10/2017 10/102017 100"172017 12/122017 Appnwed aeyE Product Mare. NumberaName P 1,HllliforlHe A0.1 1 PP.mee 3 TAMDO Of-Ridps Roof Vamwith BeBb 28 ga abet roof venffidw with Integrated Wine o810a2025 Yes Yes WA WA Florida Department of Business & Professional Regulation Page i of 2 Building Codes and Standards 120/2020 Product Approval Application Detail Cade Entity n. lele 21e Data Pending Fag MMI Version Manuf urer Contact Engineer&License Validated By Validated Submitted FBCApproval Ao..ved Status Revision 2017 Boat Roofing Anderson Robin IAPMO Uniform Evaluation Gary W. Walker 10/182017 10/082017 10212017 Approved Category: Roofing (801) SW-6091 Services LLC. (205) 654-0160 Subcategory: Roofing Tiles RoUrAnderson&ccal.co Compliance Method: Evaluatlon Report from a m Product Evaluation Entity F L4784g-R11 Poucere" Quality Assurance - Aooroved for Use Approved A for Use into act Ryii>m Sao # Product Model. Number or Norma Product Description Camract Expiration Date in HV 1Z Outside HVHZ Resistant Pressure 16 any 900 e- Franc, o es NIA NIA 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, Flat Pro91e-Slgckton, CA 121312020 No Yes N/A N/A Split Old English Thatch 18 Saltony 90C- Country Slate, Sheka &amp; Sle(e Flat.PraOie- Henderson, NV 1W312020 No Yes N/A N/A 19 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales, FL 12/312020 No Yes NIA N/A Shake 20 S—hy900 - Shake &amp; Slate Flat Profile - Lathrop, CA 121312020 No Yes N/A N/A MR-00 Mild= Profile- anver 28 Villa 900 Mecum Profile - Lake Wales, FL 12/312020 No as NIA NIA Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 120/2020 Product Approval Application Detail cads Iffiritity or Data 2L4 Data Pendna Date type Version Manufacturer Contact Engineer & License Vaildited By Validated Submitted FBCAporoval .Approved status Revision 2017 TAMKO Building Products, Inc. Kehl Eden Zachary R. Priest Locke Bowden P.E. 10/192017 10/052017 10202017 12/1212017 Approved Category: Roaring (417) 524-6644 PE-74021 (334) 300-1800 Subcategory: Underiayments kerri_eden(R amka.com Compliance Method: Evaluation Report Rom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#f2379-Rio Ptpdrrcfs -_ :,e -. -" aria # Product Model. Number or Name Quality Assurance Product Desaloepn Contract PxoWlan, Data Approved for Use Approved for Use In HVHZ outside HVHZ - Impact Design RaslstaM Pmssure 6 No. 15 UL Asiphaltsaturatedorganic felt 10/182021 Yes Yes N/A WA Florida Department of Business & Professional Regulation P.W I off Budding Codes and Standards 111%2018 Product Approval Application Detail 8M194U rdo Enow of lag cite lataPemlm lea mm Vmlan lYm e[ witted Eebeeln1kgne lhWfaYtlffi Yditmd aubmm FECAersyel Anarchist Alva Revision 2017 LV. Thompson, Inc. dba Thompson ArchXectual Tony Christman Zachary R. Priest Locke Bowden 101102017 10110=17 101172017 12/122017 Approved Metals Company (rAM(DO) Cate9cry: Rodhlg (813) 24634M PE-74021 (334) 3WI800 1pvY®partaiakadM9.com eubCab": Rooeg Aaessale , that are an Integral Pert of de Roofing System Cumolbmas Method: Evakatbn Report from a Florida Registered Architect or a Licensed Flod)a Probeelonal Engineer ELEM- 91YAer Aeletm Agerfiginicillarilleta Alroemed for lmma design tanA pmdudpmmioum 06rdrad nmi m40 Dow In Outside1flQC Resistant Platinum 4 TAAICO Round Tat Off -Ridge vent with Bent forTae 28 ga. static, roof vaftMw with beAe 091061=6 Yes Y" WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1202020 Code EMIh or 2& Pda Date Pending Data Lim Version Manufacturer Contact Enolnesr&License Validated. By Validated Submitted FBC Approval Approved Status Revision 2017 Glottal Protection Products, LLC. Turn Robinson Weller A. Tlllit Jr., P.E. JohnW. Knezevich, PE OW62017 OM112017 09/112017 12/122017 Approved Category: Shutters (954)689-7545 PE-44167 (954) T72-6224 Subcategory: Storm Panels tim.robinson@gppent.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fiorlds Professlanel Engineer F Quality Assuage Approved for Use Approved for Use Impact Deslon Sea # Proud Model. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ .Corrugated Galvanized Steel Storm Panels retained 12/312020 Yes Yes Yes WA a not tyy tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall 13l NU4U Sdmt EatgLor mm Ymm Iaggleac ra= Enak eaLke Yddabd01 Reviebn 2017 L.V. Thompson, Mo. rib a Thompson AWdMcWre Tony Christman Zachary R RMat Locke Barden Matta Company (rAMCO) (813) 24634M PE-74021 (334) 300-ISW Category: Roofing wooft om Subcaegory: Rooting Aooeseoiss that are an Imtsgnal Pot of the Roofing System compasses, Method: Evaluation Report fran a Florida Registered Ardiked a a Leo rind Florlds PnNasional Eng mat r Page laf IP=i$ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Data[[ "WHOM 20 lace Data Pending Rik 2M Erslaa YWK*d AUWWM FISCAlwaroval Aersaed eke. LM Version jdaguelaw cooked: Engineer & Llosma Validated B, 1 W102017 10/102017 10/172017 17A=017 Approved Revision 2017 LV. Thompson, erg dba Thompson Architecture Tory Christman Zachary R. Prae Lake Bowden Mutts Company (TAMCO) (813) 24534M PE-74021 (334) 300-low Cdogoy: Rooing tary@pamatekaanp.am SubCaegory: Roofing Accessories that was an kasgral Pot Of it* Roofing system Coapa.rw Medved: Evaluation Report from a Fbrids Registered! Architect or a Licensed Florida Professionel Engineer AMA Product Model. Nuuuber a Name S�eFad[me Dtr. in HVHZ Resisters I� a!9! ��outside HVIHZ R"%d Pressure 1 TAMCO Fig Tap Off -Ridge Vent with gees for711e 26 ga. stalk roof venerator with bells 0&111) 8 Yes Yes WA WA 2 TAMOO Ooaerack Vent 26 ga. 09MM2026 No. Yes WA +0/d2.5 Page l ai II 1/42018 FL#216"1 Sued! Mlle vendors 1k01die1.r Review 2017 Florida MOW Produche Inc. Cateogry: Roong SokoWpory: Roaring Accessories Cat are an Integrel Pert of the Raeg System Compliance Matlwd: Evaluation Report from ■ Florida RaphbrW Architect or a Used Florida Professional Engineer FLMHO�M Products agga Produeteorle. Number or Name 3 3- FLAMCO &quotRV 10 Ridge Vee&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pew1a1 II 1194018 Entity car Sal data Date Pennma gel cooked En,k,—K A Lk— valM.ted ter validesd agltrsBYtl Fac Amherst AermMd al" Clark Jags James L Budder, P.F-Q MW" John Rten er, 1W2S20/7 100512017 10/272017 1211212017 Approved (904) 78344M CBUCK EngInesrag P.E. dark@I4mco.com PE.91242 (561)414-7587 Quarter A�� Atenaved far, Use Aermfed for Use how Iowa PmductOMgdd"n hadion OVA InHM Resistant Pressures Aluminum Ridge Vents for peehed rook fabricated I2020 NO Yes No WA from 0.025' Akmdnum Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1202020 Product Approval Application Detail Data Data Date Pending gate Co,dalaldty3C lyga Vsrsbn Manufacturer Contact Engineer & Llpens i Validated By Validated submitted FBC Aci Approved Status Revision 2017 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Troy Bishop, P.E. 10/182018 10li mole iC2312018 12/112018 Approved Category: Shutters (561) 712-9882 PE-0046549 (954) 947-0880 Subcategory: Storm Panels mikeb@allamerlcanshutte, Compliance Method: Evaluanm Report from a 1-orn Florida Registered Architect are Licensed Florida Professional Engineer FL#it9694tZPtatlucts.,, Quaity-Assuance Approved for Use Approved for Use Impact Design aria # Product Model. Number or Name Product Description Contract Expiration Dab IO.HVHz Outside NVHZ Resistant Pressure 1 24ga Galvanized Steel Storm Panels 24ga. Galvanized Steel Storm Panels 121312020 Yes Yes Yes N/A Florida Department of Business & Professional Regulation P.P i a l Florida Deparltxnt of Business & Professional Regulation Pege+a l Building Codes and Standards 115rm+s Budding Codes and Standards V6/10+e Product Approval Application Detail Product Approval Application Detail F.tt1oilkft r96 EB9gda late Qek Deas pemlires Jag 19t11OOM r96 EFOW-M yak gee Date Panama yak 13l1lfa 296 mm Version lkmltea91or S 4ded 1:mIee3 Lmee Vaikkw By Yarddm Submdtm FW Anarchist Averaged Stela vww lkn(dackuw EelBse l License Validated By Validated Submitted leg Atgnmat ADWV M INK ma Ymgn li fi drelm Revision 2017 I TW Building Compprams Croup Inc. Sbert Lew* ICC Evaluation Sella, LLC W ilam M. Randall PE 09/1912017 0W072017 D8121/2017 Approved Revision 2017 r11N Building Components Group Mo. Stuart Lewis Kx Evaluaton Service, LLC Wlaon M. Ranieri, PE OW192017 09/072017 0921=17 Approved Revision 2017 rrW Building Componsme Group Inc. csbgory: Sbuetural Components (917) 9188473 (407) 681-1917 Cabgory:nTitreStructural ate (947) (407) 881-1917 Structured nmri Subcategory: Trues Plates slewis�alpinesw.00m PtOn Subcaegory: Trees Pbtes Oloinalt abwisillaanetw.00m Sudica s T— Pid. subCabgory: Tros. Pbha CompiWa Method: Evaluation Report from ■ Compliance Mstictl: C-vatatlon Report from a compliance Method: Evaluation Repo: from a Product Evaluation Entity Product Evaluation EMey Product Eratu dlon Eeey twat Atmreed.kc2m Approved for Lim In HYM Quillaide HVHZ !rand !mom l3edlm Pdaml. awl ProeuatMedat. NUMr a Ham. Ou ftAtlLetm Anchored their !use Accaraved forSm an Didalrsr>!Se 4fekt H)t>QResistant13tet. hnwd lade Sea Product started. Number w stun 2 nW SCG/Apkne lane Plate Metal Candor Plate /2/312022 Yes Yes WA WA 3 rrW SMAaner Tmbx Metal Connector Plate 12/312022 Yes Yes WA WA 4 nut BOWAlpke Wave RIM974M 2211111 mm version Li,,dk d Revision 2017 MITek Industries, Inc. category: Structural Compsneme Subcategory: Trues Plates Complfagee Method: Evaluation Report earn a Product Evaluation Entity na219741ie Producer au Product Model. Hardier or Name 2 MIA Is Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail Page+a1 Florida Department of Business & Professional Regulation prigs a1 11502018 Budding Codes and Standards 1161m19 Product Approval Application Detail FLAM974M P. wb a lag ak Dab POW yak 920 commit EramgnilJem V Ud bd 91 Validated SubmdYd FBC Arearavind Avg ed SmM Ilan Yl.m mead"M David Vert ICC Evaluation Service, LLC 100 Evaluation Service, 1011iVM17 1011 VA17 10/22/2917 Approved Revhlon 2017 Mnek Industries, la. (314) $51-7480 LLC. Callagw. Structural Components deroddmtl.com (205) 59W9800 SubC.bgory: Tnae Pkdes Colpltence Method: Evaluation Report from a Product Evaluation Entity PIa21f74M Prgducb Ouaey Amunesms AetmtmleSm Approved! ,for Lift lined Dinars Produld „DesolsOmIn Pressure Aga product Marked. Number a Harms, 18 P. Vas Connector pbb olmirt023 Yes Yes N1A WA 3 MrISHIS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 1202020 Code Let Jat4 JCS Date Pending )tea lygg version Manufacturer gores Engineer &License Validated By Validated submitted FBC Approval Approved Editorial 2017 Weyerhaeuser Rob Baldwin ICC Evaluation Service, LLC Ian Lehrer, P.E. 04/01/2019 03222019 04/WM19 Approved Change Category: Structural Components (253) 924-6476 (608) 839-3288 Subcategory: Engineered Lumber Robert.Beldwln@weyema Compliance Method: Evaluation Repo from a eUs.,c.m Product Evaluation Entity _r - FL6653T440 Produni Quality Assurance Approved for Use Approved for Use Impact Design 8e0 # Product Model. Number or Name Product Usserlptlon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Micralem LVL Laminated Veneer Lumber 03/312021 No Yes N/A NIA 2 P... lam PSL Parallel Stand Lumber 03/312021 No Yes NIA. NIA 3 TimberSbond LSL Laminated Strand Lumber 031312021 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber a Oriented Strand 03/3.1/2021 No Yes NIA N/A board Rim Boerd 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Bead 03/312021 No Yes NIA NIA F=17419 grew at Zak Rda oatf P.naxro yak raft Carried 0-he AJJI V Iki bd91 Validated SubmlSq MO AOMCYW Alienated AIM 7r11112 Version lYmlliellifrl David VVed ICC Evaluation Banta, LLC ICC Evaluation service, 10/192017 1 W1 W2017 1022=7 Approved Revision 2017 Mnak Industries, Inc. (314)951.7480 LLC. Category: Strudunl Component dwerlQmil.ccm (205) 599.9800 9ubCaWgory: Tnas Pbtea Complance Metlr a : evaluation Reportfrom a Product Evsh stion Ems PLAIOT9 4rsProdueb Quaft Assurance, Ae.redfor Use Aemfmmable MOW 21" Product DepukOm In 49elde EMU RookWA pressupst ffi! Product Model. Number a N s 18 ga. hgh strength Was connector pat 01/012023 Yes Yes WA WA 4 MT20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I I 115=18 ErAWor lag 2MI Do"PlmSe Date lonact Efalm[&LmneyandowBy YaYe9d EWmtlkd FDICAermed AnonKm mm Stuart Lewis ICC Evaluation Service, LLC Witham M. Ranked, PE OW19=7 OW072017 OW212017 Approved (847) SIW73 (407) 6614917 sbwis�aaneaw.com Quasi Assa— Approved for Use Aspinwall for the LMUnd lade Product Dwaidallon contrast Expiradon DOW IO.IOmi S31$!l+2t+Yl.?a Resistant Ir1!!!t. Mite Connector Pleb 121312022 Yes, Yes WA WA Florida Departinent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peps I of I 115/m18 Raft date paw penclas idea Validated amkmod FWPeramist! Ancraved airs" 101102017 1011012017 10111712017 12M22017 Approved Florida Department of Business & Professional Regulation Page 1 ter 1 Building Codes and Standards 1/7/2019 Product Approval Application Detail 31 Code Ermty or Date Date Date Fondling Data TV- Versh, Manufacturer Contact Engineer & License Validated Sy Validated SAMMIttird FSC Approval AAci Stalk menep, Revision 2017 LoInc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 041092018 12/182017 04/15r2018 06/122018 Approved Category: Roofing (501)982-6511 PE-31242 (717)317-8454 Subcategory: Roofing Accessories that are an ac.d holomanee.com integral Part ofthe Roofing System Complla C. Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida - Professional Engineer Quality Assurance Aporoved far Use Approved for Use Impact Design Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure i Deck -Air- pA-4 Law Prone, Polypropylene Plastic, Roof Vent 0711OQ021 No Yes No .97.5/-97.5 Mechanically Attached to Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw l off 115=18 FL@1 29a E UW or !aid 21 t lace aka vesmrs idefigaglax contact Enuraw[ALk— Validated ter Vaadeed aLtbm FSQAxeraved A9armffi Skew Revision 2017 17W Suedling Components Group Ind Stuart Lewis ICC Evaluation Service, LLC VYVkm M. Rarded, PE MIOM17 09)0712017 04212017 Appoved cd"w : aVucbn d Conponeata (847) 9188473 (407) 681-1917 SubCabpoy: Tnae Plebe MerAstiaarsure cr n Compearnes Maenad: Evaluation Report from a Product Evaluation Fahey Apmwed M Ur A9eemfor .lm lO= laelgn $erst In.iaVHX outside HVHZ !leak. prom.. 1 rrW SMAlpine Higher Strength (H &amp; 8) Meal Canneew Plate 121J12022 Yes Yes WA WA Florida Depart rent of Business & Professional Regulation Pspe, a 1 Building Codes and Standards 1115201e Product Approval Application Detail 19tYfai$4 296 Eoft or gat: risk Data Penalties gag 101e Version WAnukrdea Combat PoameAlmrse Validated 0, NMI Awmi tm FOG Approval AsermMd Store Revislon 2017 MITek Industries, Inc. David ~ ICC Evaluation Barrios, LLC IOC Evaluation Service. 10/19=7 10M912017 10/2212017 Approved Cabpsay: Struck" Components (314) 851-7480 LLC. SuliCaegory: Trans Plates dwertilimLoom (2m 599.990o Compliance Mehod: Evaluation Report from a Product EvauaBon Eray PLe21974t9 Products OLMMLAmBgnw Aomwmd for that AtrargiveikLSkt le .. a lade $!9E Product ModeL Number car Nams, Product ComadEaptrmrpop hlHY i outside R! Pressure 1 M18SHS 18 ga. super high Mruhgm hues conneetcr plate 01/012023 Yes Yes WA WA FLa21e74M Ed.le yak Iaa Dab Passage gag 99da contact Enab es A License Validated by Vdldatd 091hmlied F&C Agastrovell Approved aaaa lye Years dicer David Wed ICC Evaluation Satirical, LLC ICC Evaluation Sella, 1 W192017 101192017 10114=17 Approved Revision 2017 MITak Industries, Inc. (314) 851.7480 LLC. Category: Structural Components dwert®mO:Cos (206) 699-9800 Compliance Method: Pitt. Report Dom a Product Evaluation Err* FLRi974ta Proust gimmkAtlamm AerondfotBe Avproemfor luse arced loam Pitpoodcmn Conhad Expiration Date In Outside, Re!!kffi Prteet affix Pm M&low.NunbKorNam 20 ga. truss aMrodor 0100 01101=3 Yes Yes WA WA 6 MT20HS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail tR.nnum Soda EdkLe mm Versions Matediellual S9rsad Eradd—&Lk1 v matmNa Revision 2017 Cernnow" Concrete Prodcb,lm Robin GM THUY H. HUYNH John Hoy category: Structural Components (813) 859-3707 PE-80122 (352) 658-5311 9bbCsbgerp: PralW,b Introduced es e Result of premlpffivr@yshco.— New Technology Compliance Mathadi Evakhst on Report from ■ Florida Registered Ardlibd or a uaead Florida Prork abnsl Eagktear FAAiYNMP[meg Pagel at IMM18 go no cabpwmgm Ra Ylldod lmkm a FW Acasnand Aetem ANK 1d142017 101132017 102612017 12I22017 Approved Autonomist fair.Sm Aoaroved for Use berm lmlm am kllYlli I lim R"k%M Free.. 1 Quality Preto or Commercial Concrete Products Precast and Prestressed Concrete LInbis 0625=4 No Yes WA WA Florida Departalerlt of Business & Professional Regulation Peps 1 a I Building Codes and Standards v61m+e Product Approval Application Detail PrsUb a gab yak me pecuge lea C.ld..t a License validated av YAW" SubmBYtl Pffiudg®d Amrsived Saar: David Wed ICC evaluation Service, LLC ICC Evaluation service, 10119,2017 1 W19=17 101'aW17 Approved 1314) $51-7480 LLC. drted®mk.oan (' M 59sam LAMeam'd A9troved fbr this Asaraedfor Mari lined Qldm Product DOWDOM contract NEWt0 outside Resistant Premla 20 ga. high strength truss connector plate ON01=3 Yes Yes WA WA N N L U) 0 C0 0 �--e U L Q 0 O 0 0 Q q 0 W ICU 0 O !L 0 ZCU .� E w` �e O Q .� 0- ._ '- ^— vJ Q u II II or U) caaaas (D Cn -tf o� [^W i U) CIO 11-aaaaa Cn Law. r) 'W'^ v! 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