Loading...
HomeMy WebLinkAbout3071 Nubbin Ridge LnV ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. 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 BILK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.G. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint, M. HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling x .,v t 'z' HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit . , • :. ILO. In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (ouUet) 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 MIL or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDR HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB CODES FLONDA BUILDING CODE, NATIONAL ELECTRIC 00 E, ORDINANCES CITY OF iml 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. 0 aao OWN 4'�e d'-' N LvotiyO� /=f • Gyp.' e OG • ��� v� • 4 • •v ��.n ti r�p �� ��j� I9 � Z�'!/�r� S Sttu�������� 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. rA W Q to'l0 Qp O V V N N 0 0 CD m �% M N N r- a Mma at W LL N �LL i M u a 4 a 13Z >rn� O aWa. Drab �a)8 0 X Wm0 W W 'm o r- GO 2 Elm m j32 NQcMZ SQ V 0 J 0IL Z ❑-1❑ W V M � z N o W o z z o Q J M d N N M z o Qv _� w � a Y` • 0 w N N ry E F— o U M u.r m E o ol.. zI = � `� 0 Q � o O M m w Z LL- E =o �o Q E �� �� ¢ Z® oa U¢ N r— �E x a¢ OD O oZ Z N �aZ wo a Q rw L Cn C Z Y No m O O ¢ zF m R' � w co .co g° W U .21 o r,- 3 o . �a Z 2 ' F �o mi O O � zl�a' a = � � �M a = ca e� �c9}. V t>3 4 � ) 0 O Z OCD LO .4- 00 M N M ` �i r) o Z E v, c a U Q p JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. C S 1, W O'6a coo W TYP @ 1 STORY / A \ A OWNER'S SUITE 8'-0" CLG. CARPET 00 I N T = I U) O ^ 2:12 VAULTED CLG. N � r I 55'-10" CARPET ■0LIli����NI]YIM!&, 7MMfIMMMM-i I HANSON : • . . �III�'J'r .„EI, DRYER VENT NNNNNI ■�!� �" ix:a Mimi FAMILY RM • , CARPET Co ri I I I I R&S 4'-0" 11'-7g' I 6'-10" N 4'-7" 8'-8" EN I 5068 B.F. I OPT. o I - I ---- - - REF.I ---�- BEDROOM 2 PATIO CAFE - - - ======] o W F r I .. 8'-0" CLG. VAULT. CLG. N I D.W. I °� °a :3 m I CARPET vi O00 � I Q cv > -jCARPET U 3L _ 14 - r8 b SI Kwl ISP LO i 21'-2 H4M 1, 2'-2" j 2'- I " _, 10' 4" kk TIE 6� I N =wcw RANrF: RA ]J�SE �0n . 36 J6 n AC PAD OO 1PTY N 29'-8" 25-SH EGRESS O A S3 BUILDER TO cD PROVIDE W.H. APPLIANCE ON PROTECTION WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-0$" `-EDGE OF SLAB 2" BEYOND WALL D I !1 I 1IX�c`�I U�QQII L--J K 33 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - F1----------- a I I I II I I I I I II O I O I p II Q W I o I X I � I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FI ELD. ( cc S3 S 1 I K TYP @ GARAGE I S4 OPENING I I I I I 1 ra ri; M---ENTRY �■�ISI�IIIIIIIIIII■�1�11111111111■�1 . • - III BEDROOM 3 8'-0" CLG. CARPET 10'-42' 25-SH EGRESS O w m To- (no w L6= J I I "4 1 FIBERGLASS SURROUND BEDROOM 8'-0" CLG. ~ CARPET r" C7 - o I I L6X MU' O W TYP @ 1 STORY \ ! 00 CV HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2)- 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 314" 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 184X25i S.H. 13 20 X 38 18 4 X 371 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20X63 18'X62' S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 11­13 271/4X38 26x37 S.H. 1 H4 27 1 X 50 j 26 x 50 S.H. 11-15 271X63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37JgX26 36JX251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 j 52 J X 371 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 j S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE 0 d' 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 �B +29.7 / -39.2 +28.3 / -30.8 �D +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 SEE SN SHEET Q 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 MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4'=1 I-011 (GARAGE / LIVING) a ` `'1.Q.I a9Ee `c- F t, r --• G • �i.a� -i Y �e '''pis. ��' �`�e� S���C� �'` •, 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. r W E N P a C)O O L, - N ac O O N C 'n N LL -P. *k N M .�+M�� W � u_ LLEL v� m v; LU ui v13 ZNCO, C, W o W 20 m o ca o�m W LL0 LL � , g 0 W o n. O 'E 2' o � Z N N Q M Z U J z °0 ❑OM W N O z2f � O QN z O Q IR Q J a N, a z� o ^U) W � � •0 Chi Y o 0 a a V) w CL, E o ws f- 00 0 W m T E 0 8 Uoil Imo. = � x U o • c w Q N 0 Ne 0 W MZ m E w� O 0 Z s QN E Q' ¢z Z® Oa XVO U �� 0 o� N f0 iK a ¢z 0 ww J n' ao 0. m� 0 Z LL N'<w <c 2. 0)J aNi o< go W U LL �a i oW a �W _0 �0 00 CD L< � ao V zla VO3 E2 L m c Nco Q C o -' a� O a m -a C� r '� .fl o � It 'T_ z r o ai oo M M N T "' cM o Z E O C a U Q p -j JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 1 - I I 1 I _ ! 11 HIfig '111! 11 1� -- - t ' I' I I Lam' _ II 1 _ 1 1 1 I , , 111 1 1 1 1 11 1 I 1 111 1 r11 1AIIIIIA111 P".1 111'+ I I I I II - VARIES, 2" LESS THAN CABINETS BELOW w Q MEDICINE CABINET O; O; ILL LL O CV M M M � KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET 00 TOILET PAPER HOLDER CV FIN. FLR. KITCHEN I L�j I 0 co 0 CV 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. w TOWEL BAR cL ON BATHROOM WALL SHWR. o VALVES W = 00 = O SOAP (D v _j 00 DISH LO o o `O o 1 I d. o I co M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY Nov9 O F, 0 cl) i 00 �N MIRROR 0 M OWNER'S BATH BATH 2 O t\ 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 X O O o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE -ono CABINETS 00 00 o U_ t in a V-2" CO 2x a _ %q _O o0 FRAMING O O O M CO - 1 /2" GYP N CV �? N BOARD FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=V-0" l LL}-��'} I�I n n " J o r�© L` 4 Ul i p 0 °°. C ei `p'I� -1O F E S S \ l'r'�f, fyrfrt€€tlttt 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. f' Im O $ N CO 00 _N 4k FA 0 o r0 N C0.f ui N ii "'"'r�,°° ' 7LLN L u_ tl MIW N > �2 L a z @ o m 0 IL W CD 0 o a 0):9Z 04 U 0 Z 0 � �0❑ W VI M N O � O z 9 z Q J M fi N � a � v +-J Cy.) Y LU o (A VN —� W I_ c o = N f6 ® ~— � m W m r- s zl' U 'o 0 ei; o O¢ ¢ z co co J Q 0 a E w oz N Q oo z d z® o a V 5- O I— U O d 00 O 0O 0 d z O E N � qd Z w0 Gro W Z �W L C _ Z Y U � m O O Z z J m a Q W z r3 N 3 W 0¢ ao CL LL z �z o w� w� >° a cfl 5 OU3 cM 0 C = L m T cc d' .> � Nco ^ Q -' a)O 0 ;a CD 2 T O _ z CV T O U-) O W N o i6 M a ? Z E O Nca a E U j Q p 1 3 JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 2 II II III I 1 'l l.l.uliUll'.E1'IF7 I I!!II I '._LI-��--- I!. I. __ _ 'I �L. I I.. I i-.— ,.,.ane. ,Ig11 -:I - a'--- M HEEL 12 5� 12 �5 T.O.M. 6 —7! HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F.FL. 12 ::::�5 3 TAB SHINGLES. ROOF F30 INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" ---------------------------- -- — — — ------ 0 o --OO —1D00aLl ao � 00 -- -------- 14'-0" RIDGE VENT FRONT ELEVATION - Al 12 �5 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T.O.M. --------------------------------------------- HDR HGT. ------------------- ------------------------ 6" FASCIA (TYP) ol 2'-0" TEXTURED _ CEMENTICIOUS °Q FINISH ON C.M.U. (TYP.) --- F.FL. LEFT ELEVATION - Al SCALE: ,, - M. TT 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 0 O `o%111111111 t t RO W Nrrf�. ,! Z//�,! cR o F E ��j<<�lritt l tllidti� 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 \ CD vF= CD N 0 (0'I"m O O O m CO ...I 2 J � OLL'. LL LL N 2 LL a ,j "' S W N a ---a: alit Z-aC/)°' 00o m aro m 0 m� W mo�C° iE�rn Boa Z ILW N¢z N M (Qj Z U ❑�❑ W 0 - mM p8 Z N O N zWNW (D Q d N U, Z a o 0� LL •O cn Y w $ — .m V) �N C E � U 00 w m 0 3 I (} 'o m sm O CO w M z o ZZZ IJL E Zo o > o Q S Z® d E 8 co 6 co �� <O X U ❑a U0 Q O Z o E N M d1 ao & ww ra co < z Y o Z a rz co J �w � 3 ow o oLL gg a mF W U �o NE �� O < ~ o x IttttJ O rt zIa a j 3 =M 0 = j d LL L m G cB Q —' 0) O r1 0 Mgt 1� O V 1 ■� Z 0 r N ai M oo r cc CV ` M o Z Z E O E ca f0 FL o U _J a m Q p 1 (D _J JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 3.1 I I , I r vfL . • �" 0 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N. T n nn — — I'-O" C TX 12 5� 15'-0" RIDGE VENT 12 4' OFFRIDGE VENT EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 zz::::�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, SPECIFICATIONS 6-0" r_ 3' 10" I TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------------------- REAR ELEVATION — Al SCALE: 1/4._, _o. 14'-0" RIDGE VENT 12 �5 T.O.M. HDR HGT. -- �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------------- 1 TEXTURED -0 TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. Z-0" (TYP.) (TYP.) F. FL. RIGHT 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. L� C /_,� ,N �-. Ns E ' �� .. O. 0 • , N 0 � O F' E S S\ Oi, eo�i l +lrtllitli6��`° � 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 W Q WMMr SEE NON O tt " N ik 00 0 9 rT co fJ VIP M N N N _J 12 J u7 � LL. ILL J ul 0 0 Q LL N � U1 m E aLL a LL W fA Lu a aa.. W Z > a�� Imo 0 =m0 W o n �O Z E OPrn in B o a ILio Z CA, QthZ U O J Z �U ❑0❑ W M p�O Z N O W � N O J M 0. N (nv) M 6 (D o LL GAS Y 111 O 2 a 0 V) w C o ws � m m E o g m= =1' U m tin cam{ 0 Q T `� OC3 CD co � o W Z Z g (j C E zo wo > o 4S Q. 8 QQ z® ad UK co (— 'd OE XU �O a ¢Z N ¢ pILI aZ °= (00 jC z oY moo m o 0, ZZ Z. v J is ¢ " ¢ � z toCl) 3 Q 3 O� U a NF Hd V w� az s3 tDO w� C7 y� a r z¢ OU3 C O 7 �r L t E2 n, W M .> co LL. co J N �•� N O ^^Q C N Y� r ui i V OQ C O ` N coz o E ui c d U J Q p J JOB NO : 20-1788 SCALE : AS NOTED SHEET NO. 3.2 Y�IyaIVIYY114YlYW����lyl� �� I r�MAIWLM MMIy lr 1 2" iN N 2" -04 00 CO 1- VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OFF OPENING 1'-10" =,N r` iN 0 i 7 32 11" 3z 1" 1 $ 12' 1" 1" RADIUS 31/2" RADIUS 1/2" 4 3/4' RADIUS 1/2" RADIUS 1" 4" 22l 1 12' 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-54' VARIES VARIES VARIES VARIES BASE = ,- _ Cl) r in CO • CAP <N Eo 1" 1" 1, 1'"4" 1 BASE 4" 34' 4' mi"t T Lila i" 1 r �n 4 4 4i�� f I I I Mla N riN SIN 3" s., 4 4 / 2' - " �� VARIES 12" ," 2 2 • ACV '- 2_�� � • 12' 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8" 2" d'N 6 —� 1'-6" 1" 1'-4" 0 CV W ' 1-1/2" THICK W j 1-1/2" THICK 21" 4 IV t0 N C7 3 4 2 4 10 it T 2" 4„ 3" <V 10" L 6" 6 N 611 2" 2" cv zo ^M rM 21,1-1/2" '- I N r' & 1" 2' W Q THICK 2'-4" 1" 3" 12 N 2r 9 N �2" • 32° T� TM rM 521 5 52' 4„ I i Ode Q•�" �, ^ 2 4a' VARIES VARIES 32 _ r--------- iN iN 00 (D rQs„ 2 VARIES _ KEYSTONE F11 b - OPTIONAL ' 4" GARAGE DR. OPENING 4" VARIES r KEYSTONE F11 00 " OPTIONAL 3 4 ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (N (V 2 VARIES 2" 00 CV 1" 1 1 " O o?o"1 MMr C> NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -8" T 4" -0" 4" 101, 1 101, '470„ 14 1-64" 14 O to <N (V 1'-1" 1" 12„ L 53" 1'-12" 54" I �' ,I • - N cv iN 1" N 11„ z O T GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH O CV O CV O M 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. LN r 4 E 00 000 8 N (p r, 009 O) (D N 9t 0 MNN C "0N LL N� 0 u-d Q = N >� - a�� ll.i ' aw uj a 0 = o WN (toO_ coo ti° 0-' m O W IL ME E rn N Q M Z¢ < o a 0� J Z U ❑1113 W M 1 pM Z N O _ m qry � Q z o J (�1 d. N N _ M N Z o �- 1 , T W 0 C U � a 0 IN v I o N o all_ t•— U f° w rn O :E,; d :. U 'o h c U) Q ° Q ° v 14 O w MCAD M z z z Q � E E o wo �0zceo <_ X O0 a� °° 0 °a o N a°z Wz � � =' rp U) c g z O Y °m m� 0 O LL N U)F aw z z a`aiz o a g z W () < 0 C CDw< J Z O 0 O III CO ci za a r Oo3 0 = NN m � ^L W m 0 .�M=y �' c I..� co N /•` /O) o 'a o ._ � Z o r oo M N M i/i r) o Z z E O d U 0 Q 0 0 JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. F 1 1. ! _ IIIII 'I uu _ 11 1111111111illirlil I I' fl 11 1 1 1 1 1 1 1 I 1 I 1 I 1_ I I I l_ L - ---1 If r 7 ^ • nm r ;mr I H lip iI _ I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 10 #14 copper to fights & outlets t 200 10 #12 copper to 20 amp ckts 00 AMP 01 #10-2 copper to WH 10 #10.3 copper to Dryer METER MAINT 0 r 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER /� WITH CODE APPROVED NEC 14,250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. VERIFY METER 3. Electrical switches to be at 42" centerline above finished floor. RECEPT. LOCATION WITH 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the FOR ALARM BUILDER H.B. national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the SYSTEM installation & sizing of all electrical, wiring & accessories. IIIIIIIIiiRIIIIIIII 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 _ _ _ _ _ _ _I_RR_IGA_TIO_N_ _ _ _ _ branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. GFI -1 VERIFY LOCATION GFI @ 44" A.F.F. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. ' ELECTRICAL PANEL I I I 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling W H units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate I O I I I standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and I II I I I vapor detector sensor, according to the installation. OWNER'S S TWITE / W.I.C. I I I I 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and TTTT I I I I labeled by a Nationally Recognized Testing Laboratory. I \ \ 2 CAR GARAGE I I I 10. Keep all smoke detectors minimum of 36" from bathroom doors 1% I I I I 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and I I I I shall be equipped with a monitored battery backup. ! 1 ( I I I 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits �(j I GFI FOR I I I is not acceptable. f' I GAR. DOOR I I 13. All doors and windows providing direct access from the home to the pool shall be equipped with an ROUGH -IN FOR GFI exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and / OPT. CLG. FAN/ j I I either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning LIGHT PRE -WIRE / I GFI @ 44" I I when the door or window are opened.. / j A.F.F. I I I 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 S.D. / dvP — — — — — — — — — — — J I I I I machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the _ i I I I requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and W Ft �, I I 18" for sinks and ranges installed in corner counters. '�'' — — — — — — — I 1 I I I C.M 1 0 T. OPT. ELECTRICAL KEY I / D. DUPLEX CONVENIENCE OUTLET P _ I--*' / / I I I I I I DUPLEX OUTLET ABOVE COUNTER L --------- -F @ 44" wP WEATHERPROOF DUPLEX OUTLET \ AHU G A.F.F. GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET FAMILY R M W�UJ` HALF -SWITCHED DUPLEX OUTLET / CH /� // SPECIAL PURPOSE OUTLET I ENTRY DUPLEX OUTLET IN FLOOR I i ROUGH -IN FOR 220 VOLT OUTLET j OPT. CLGFAN/ / / GFI i LIGHT PRE -WIRE db WALL SWITCH 3 — — — — — — — U.C. OUTLET -----------— — — — — — — — — — — -- 3 THREE-WAY SWITCH i FORDW — --- S.D. _ S.D. 24 FOUR-WAY SWITCH U.C. OUTLET R RHEOSTAT SWITCH C.M I CEILING MOUNTED LIGHT FIXTURE OPT. JJ^^ I _____ __ _GFi __�_ _ REF.i BEDROOM 2 1 S.D. F' LED LED CEILING MOUNTED LIGHT FIXTURE PA 1`tJ CAFE i GFI C — — — — — — — — — — — GFI / / -� / / BEDROOM 3 BEDROOM 4 WALL MOUNTED LIGHT FIXTURE i ' I pBATF � I D.W. I O GFI O RECESSED LIGHT FIXTURE i L__— J I / I i INK I DIS I OUGH-IN FOR \ ROUGH -IN FOR LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS — — _ I OPT. CLG. FAN/ I ! OPT. CLG. FAN/ +PC i� LIGHT PRE -WIRE / / I \ �/ LIGHT PRE -WIRE TRACK LIGHT PENDANT AS G �/ O PER SPECS i / ROUGH -IN FOR I �---` FLUORESCENT LIGHT FIXTURE OPT. CLG. FAN/ I LO -RANGE O — LIGHT PRE -WIRE EXHAUST FAN AC PAD i�/ \ — _ / `� EXHAUST FAN/LIGHT COMBINATION / 3 GFt : GFI t� I I I ffk ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) DEDICATED RECEPTACLE WP H.B. FOR MICROWAVE RANGE �P PUSH BUTTON SWITCH (OPTIONAL) GFI DISC. HOOD PER SPECS �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _!C1 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (✓ J OPT. CEILING FAN E39 (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-AT SCALE: %4'=1'-0" 0 0 0 GV 00 M 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 - Residentlal 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the Brewing pages bearing Engineer's signature and seal. W F a E v E aoto ti 0000ria - 0 MN N wok E LL N �LL a LL 0- LL Z-0U)rn ow m a) o X O O Ec'm ¢ � a. Z ILW2 y6 a— 0)IL 0 a N Q M Z A U J Z d ❑❑❑ W M z N O 0 O z N MM z `° 2 J�l LL " T Cn Y W a 2 � o Q OW U1 t~ E ® U fD W O t o E o m 1....• = a o to, 14 o M w w Z M o q E E o o� � Z® U U 0 Z N d 0 ao <ow� a WW ca C z Y U m D OE Z 'aW N N J to m oa z z Z go W Q v 3 �g �& Nw _� o ou. J aF �3 0 ao r� � ow zla 0~ U 3 �M 0 = d >� L 0 0 c� .> lqj- c X co N Q C a� E L 0 -a (� r = O •_ Z CD T O T00 ui M w N M ` co o Z Z E N d co c a. U _j Q p c JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of 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. 0 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. 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. O FED E� �� rr�A .a•'�����t���iltttf�rtiF Owl ® I- a ` 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. ON ,F° ` O co b O O O m N c0 r- Cfl N M N r N J 0000 tL C �M0)�NO 3 ry N J � UJ LL LL a. a uj Cl) �c� W co aa� 031 Z pN0, 0 mo_ m m O W W 2 E 0 rn o a Z LLa05 v@Nd NQMQ i1� VZ �0 Ci I— ❑�❑ MOM W Z N S z � o N U) /� t! / _ M Z -J[ VJ f V LJJ p o a •O — Ln Ln m w � c E ® '-- U 00 w it E 0 3 I => = 0 4m r` o L� M M z � U Z Z Q J U_ I? E o ti zo �� �z yo <s Z® ❑a tT (O — X a8 00 O O� c8 E CN wa a Z i (� - Y U O O ¢ Z Z N "m Qw Cn o 5� s? LL¢ ¢ o a Nw = f�) N r— = Y C:) UJ za O a� °3 C `' , O T (y� Q1 rn W cc D ■> V � N � �., J 0 o /I1 m •� �O zLO T ui 0) CD 00 ca � IN co ` �; cy o Z z E 0 N N m Ll U J Q C J JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 5 V-6" L. 5'- 6'-4' 6'-0" TYP @ 1 STORY U.N.O. A S3 55'-10" in i� ff, r-----� --- �. ° -- ° ---------T — -- BUILDER TO �— —2) #5 REBAR ( 4'-0" 12'-1" W H PROVIDE VERTICALS w/ in APPLIANCE FILLED CELL O 0'-0" I :: I :: I : PROTECTION WHEN REQUIRED ■ I I:' PER FBC 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. NIA SLAB FOR HERNANDO ;_ I I •to K iv I COUNTY ONLY ``' 83 J S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-734' 4'-9" 4'-10" VAPOR BARRIER EDGE OF SLAB 2" ■ I BEYOND WALL CJ I -GJ `t TT - c? 5'-3" 1'-101, T-6" OCT (2)#5REBAR w/ in r. ....VERTICALS ■"FITGG 1/2"FILLED CELL -3 =SLR2 „ „ , -6 x2 -6 X1-0" W/ (3) #5 E.W. 3'-5" 7'-1" (2) #5 REBAR 2'-6" x 2'-6" x V-O" I AHU I I I I TICALS / in I W/ (3) #5'S E.W. TYP 1 STORY U.N.O. A iv CC / / I S3 S3 FILLED CELL I 00 T S3 CJ CJ / I — — —I _ :......: ..� ... ................... o 00 ( 25'-1047 / j/ 9, 581„ ........ — — — — — — —_'. 12s 12s ■ ■ 4'-4" v CD / / 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. _ I �„ I L o (2) #5 REBAR / / I PROVIDE Y2" x 91, c0 INDICATES FILLED CELL w/ 3000 PSI I /"' CONC. GROUT FROM FT. TO BEAM / � RECESS FOR FRT. DOOR SLOPE I � S3 io in VERTICALS w/ in W/ 1 #5 REBAR VERT ABOVE SLAB / i / O HVACCHASE TOP OFCONC./PAVERT BE4" 4'-0" I 4'-4" 4'-6" FILLED CELL I / / TYP @ALL PLACES SHOWN / / BASED ON 0 -0 BELOW FIN. FLR. / ■ ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I / i ...................... LOCATION I ..::: W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / : : : : : : :::::::: : : : ; :: ; : ; ; : 1 ' STEEL" /i/ / -----,-----� 4'-0" / i 16'-10. S° STEPS AS I PROVIDE 1 Y' RECESS REQUIRED PER FIELD // FOR SGD. REFER TO / / KITCHEN ISLAND MASON'S SLOPE FOR / / OPT. . '. " "":: """" / LOW WALLS icj: I CONDITIONS WIDTH / i �/ CJ r------------� CJ REF. -I-�J ■ CJ-Ij�j ■ / - - ° TYP @ 1 S3 I F l I CHASE TO ISLAND .. I ;o; I D.W. I � O j t I I • II f STORY U.N.O. A w o o I I LI � __-J- -- :: Ilj o0 in �' I / / SINK / DISP ; ; ; ; { t co CD IIt - // o "'---------- i---- ---LL—+--------------------I-- — --- L—------J , ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HE ■ ■ TYP @ 1 STORY U.N.O. A S3 -1 6'-0" 6'-0" L T-10" L 2'-10 4" �- 5-1163„ FOUNDATION PLAN MONO - ELEV-Al. SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN `r a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ' #5 CONTINUOUS ,; ; ; : •' �_ REINF. SEE FND. FOR QUANTITY �•' �•' #5 X 25" X 25" CORNER ' �'' ' ' ' BAR ONE FOR EA. ' ' ' ' � ' �• ' •. �. HORIZ. REBAR, TYP. • U.N.O. • •.' - **Alternate: •; V 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" fli-i) q 1 ! ; ll ® W /Y �k . HM1 .•' SE + . ek To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H W QO v E N 00 W pppp 0 ItU 04 O N_ iR ci 0 O pl co M N N C N LL J mW NY! LL �LL.N LL d a Vj M W aims aa� ro r o 00 W IL p a 2 ETcrIL N Q co Z U� J Z �L) ❑❑❑ _ Mn !pp- z N O � N z o � J M d N cn - M z U o Q)t -, d T ru w n 0 o wo w0 C E o � ® � U °' o w m ` E o� . ®Q co d ¢ o 4� r_ o M z z W Z M o F � E =o Uj >o Q s ,= E OV Z® ❑a UO CU C 0 XU OQ OU OK O E N az a 0 Qo az � � L Cn C: ym m0 Z, 0, z Uj N J a ° QW z ua 3 0 < a =K 3 0 - N? _ O w � za � °� °3 0M 0 = d' L c(3 Q N r1 0 -p (� LL /11 m F �I Z CVG r o 0 CV M co o z z E p E N a 0 J a o JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 6 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10,-1 Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 1 Od x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH.1(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 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 518" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -1 Od x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MT816 990 860 14 -1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 -1 Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od 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 1480 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. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (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 BARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4"=V-0" f- s v a C) v S,) .. n EA, " 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g 07 N DD 0ICOQ 00 (0 ci M N r N Zo 0000 LL dMCP N it i� Q ,, CM W rn N m LI: CL d Z 0�o -0U roa) �m0 W IL 2 E °' rn< D a :4 rn rn N p K 0 N Q cM Z U J 0 Z �U ❑❑❑ W 0 z N O z o d N Wv) M :;i,- V LL (0 �0 w g o v�L. �N e .� 2 o AM (13 Um W E 0 8 I = C) a 3 c U) Q o �Q sm M �2 W Z Z CYo O F G U- E QQo 2 o ¢s E OU w? Z® ❑a H — 0 U Otr 00 p OQ C CZ)C N a i ao ¢0 a Z ¢W w� L ' =3 (n o z 0¢ m 9 mO O, > Z z J 7 q �m ai Q LL� g° a �F W (j 3 do �� C::, w� Jz aF =3 �F yo d °zla a x o 3 0M 0 = L >y .�cc d' Ncu J ^ QC Q 0 O -� Cfl �T� � z r C) T �.1. i V C) 00 T ai zM N M r 6 c) o Z E a 0 -j ¢ o JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.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 / ■ 0 Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/lT N/FORM & GROUT SOLID :�• - LL (V Q 0 r tt.1 #5 BAR CONT. 8F12-1 B/1 T O Y' LINTEL DETAIL SCALE = N.T.S. Owl F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8F16— B/1T U tNOMINAL. QUANTITY OF u� WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf prrecasf�nials = 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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR IN. AT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° o ° ° d .M.U. #5 REBAR AT TOP 4 a D ° ° ° ° MIN. (1) REQ'D 1-1/2" CLEAR ° d GROUT ° J= Q L U) U 4 C.M.U. ° 5REBARAT H =-m,j 4 - ° BOTTOM OF a U) z � o LINTEL CAVITY o V 0 m U) it O //\ \ `0 \� -BOTTOM o Cd Z REINFORCING ¢ ¢ C7 LL _ 7-5/8"ACTUAL PROVIDED IN LINTEL Z O W N ¢ _' Ci 3- (0. D D �o �o #5 REBAR AT BOTTC AS INDICATED NOMINAL WIDTH (VARIES) U)in a a0 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: r4"=1'-0" r Q 0 0 s••t `,,.• '. yam' 0F�S0\0\ •�\ t<fPP3I! sS1"!'!\��`ti 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. MM 9) Q v V Co O CoF 0 ,T O O 0) (c, N 0 (0V M N N LN J N m 0) Lu i» 7 LL LL lJL aimiiW1 °'a� Z 13a -0Crn Zo f: at o K m O m 'Ca o � Earn X 0 a z ILW rr<N� Ln a coZ QOIL� Z N H J U �U ❑❑❑ W N O � o _ 0 � N z Q Z R Q N E3d M Z � o W � LL 13 °O cn 0 w o 2 tJl �N — m w F- c o � o r- U m m w �+ O = U o go m r• O M ¢ w Z Cl) Zo J U_ E W � } �® O E wo � oa U01 O F _ ° 0 O E N ao Q Z ¢W W L C _ ¢0 U .9 2 m o o Z, ZFW Qi J m 7 Q W sW on Zz go W Q V ado a mw Z m w �~ ~� (=_7 �- o t0 ZI¢ >o a x �U 3 0 �M = a) V ■ _ c c� CV ^ i O 0- 0 m NN LL O V , �.1�. V ■� z NO LO ai 00 M j CM o Z Z C E O E a M C t00 a 0 0 J a is Q p aa)) J JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE 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. I 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, (AISC) 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 51TMS 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 ad. 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 ad. (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 / Al 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 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-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 RAT T RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS 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 PLANU.N.O.ALTERNATES S U 0. AL ERNAT S 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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7• THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.83. 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete oyerpog and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department 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 5'-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 9x7 +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 1 8" 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 8". 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. 0 OWN , r A taoC. 4�a• E� OEI.SS1 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. W Q a�pp O V N N ik O p p 0 �, c N J M M, N- Co u m y rn � LL a N Q �j M W ' C6 N mLL a a Z ��0, o W m o _ m o m W LLWNQMz "c 0P a - EZ o!- Z 50 z °¢ d ❑0O Z N b z 'CC M N N M �o o (D(10 + '�• U ¢ O W � N rN f6 U 00 w � �- w- E 9 _ � a I U C:,w M M i � o � � ce E � zo <� E w ¢Q z® CoN - X ¢Ua tt UO J O o O ocN a 8 wo GZ a Z ai L C Z2 OY �o mO OLL >Cn z z(n J OR° z z V) Q3 Om LL go a �F W c.i 3 Qo �~ � W � (7 �- �o IIIIIIIIII� 00 uj _�< °' 0 CM = L rn 0 ' � N LL. f0 i� m � W MCI- T 0 .� z 0 r T O o E E � N M ` cY o z z E N f6 c a U _j Q p c JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. S N P n CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX m PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (u103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uit) 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 MAYBE 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 Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 Wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 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 ° x 1/8" gap x FILL CELL STD. 90' HOOK BOND BEAM w `t STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM TOHIGHEST 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 COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. 4 max. 4 Clinch nails when \ possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PlywoodlOSB web stiffener 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or OF THE JOIST ASA REQUIRED LEAVING y" GAP TOP sides b 6". - Hangers with side nailing. Y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls wall or beam below.* require additional consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker // lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 000 5'-0" Q STUB OUT FOR 1,-0„ o 0 0 GAS METER O o 'n qT U Q N _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O,C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (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. 1I T-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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block •- 10d nails SECTION I NT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D \1:1 (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 71 Use 10dx3" nails at I blocking panel *Non require additional ce„...G,a,, ko -Nv u ❑ to I 6„ A %" ROUND HOLE MAY 6„ 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 8 V-0" V-1„ 1 2" 1'-2" V-3" 1'-3" 1' 7" 1'-11" 2'-4" 2-9" 3,-2" 3,-7" :Any 16" joist. 12 V-0" 1'-1" 1 -2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" X-7" 4'-2" 4'-9" 5'-4" V-0" 1'4" 1 -2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'_7" 6,-4" 7,-2" 20 V-0" V-1" V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6° 11" 7'-11" 8'-11" 24 V-0" V-1 " 1 %2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" V-6" 10'-9" 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. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500so 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 BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS Y R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION WN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— Backer Block "Top Mount" "Face Mount' Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) ° SEE PLAN FOR--'°• ° , • FOUNDATION INFO STEM FOUNDATION �I'DAnC REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @a MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SLMPSON 10A' (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION 0 A a PVC OR SCH40 SLEEVE Ir— PLUMBING LINE ..4 a_ . •' a'A a d 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 d a°' A. f as G a c d � ° a a v .a SEE FND. PLN. SIZE & REINF. f CD �n- 0 . \ -F•. • y �4 _J 0% p uJ �A'if�n ✓ F E S a'XO_ '1 f11111lill4"d`�� 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 Engineer's signature and seal. W co vco (co"T N C)OD O 6O O m 0 N it V M NP a) °Np LL di fA =LLN� U u. _J aW w a N M ro ii In ° a it Z 0 ��, 0�o a> o g m O M W IL METp) B spa aZ N o N Q M z ¢ O V 0 J a U ❑I711❑ W D 0 90 M N O 0 0 Z � N d o QX _ V U% Y L, 0 n '�• O 11 V) t/7 w c o 2 o �•. v m W m o° 2 o 8 rn rn \10 o �w MRWM WNo z z `L Q E >_ ® �O wz za QN z® a° co Wa F— C6 0. O E Rio oa n�z 00 �� az NW o �W L zo < U ° m� z z 0)N -'� m N Q W �z 3 LL o a= c ' J Q � T y T > ;t L rn m m c LL. co CN O 0 in a � (.0/11 I� 00 d 1"- V Q O Z O (7) 00 CV M ` �; co o Z ca z E 4 E T ui ccc c 0_ U Q C1 JOB NO : 20-1788 SCALE : AS NOTED SHEET NO. SN 1 co S Q d- c 0 00 r i 0 i Q rn N O J 00 i N v rn 0 3 tz a N N a E E 0 L 0 C C J N 0 LZ U v U i 0 U .G a z I i O O 0 J _O CD O 00 0 O a N N 0 m v FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER -� CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 0 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I- T�IIII I v PRE ENGINEERED WOOD I CI�II,I I II 11� TRUSS @ 24" O.C. U.N.O. -I HURRICANE ANCHOR @ EACH -II II (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 z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" "MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH • I II�II�I r-' r TRUSS (SEE UPLIFT SCHED.) W/ 8-1 METAL PL. UNDER EA. TRUSS /MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF //�,-_7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT (�GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA ' .N.0. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ �8 C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE 'IS" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY MIN PSI MAY VARY PER AT GARAGE CONTRACTOR MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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. �r �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOMM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 70/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.0W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS . STEP, SIZE OF FOUNDATION AND 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2r1 x 6 W1.4 x W1.4 ATTACHMENTS 2v' 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH 0 31/2" MIN. 31/2" MIN. I ELEV. 4-3 1/2" z A.F.F. o °' - III =1T� 1/2"(min.)- 4" - - - o ° . ° 11=1I�1 �--�I31/2"(min.)- 4" N ,- ° •' I T-IIIoo , 31/2"(min.) - 4" 1 I-1 I -III I I-� I h 31/2"(min.) -4" 1=11 I I1 = II- -1I .. I 1 II I�I I I I -I II 11I=I f� l II 1 1 I I-111�1- 1 I r-""' - (2) #5 CONT. 4„ 114„8„ (2) #5 CONT. 4" C8=l II I I rI I U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP (`CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0° S3 ens' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �MJo s INSULATION PER FBC AND ENERGY \ ,/ 1coN� o (1) ROW 2x BLOCKING @MID HGT. 8" C.M.U. FORM SUBMITTED WITH PERMIT /� ` FOR WALL HGT. < V-6". (2) 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". N #5 VERT. IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. (10} 10d NAILS 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD ( MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# s (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR ) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 REE SPACED EVENLY FIBERMESH _ N WEEP SCREED INSTALLED BAR I¢- END OF 2" x PLATE WWF OR FIBERMESH :d 2x P.T. PLATE o �, PER MFR INSTRUCTIONS w ASSUMED FINISHED '� #3 OR #4 REINFORCING BAR � GRADE `, o ' • ° z #3 & #4 LAP SPLICE GRADE 40 MIN. F74kssil a m p.___ oo GRADE 60 MIN. F-III-I I I� I 1--) I I -I I I�-L= o z �,� - -711 - TP, o FINISH GRADE 25" MIN. LAP [30" MIN. LAP)[I I-1I I g ILI I I , �I I I f-�I L D I I _°O6 MIL VAPOR BARRIERIII ° I 11=I I= 00 R 17/8" �' - I I=�-�=III_ _ -I I I ° '=III=II= #5 REINFORCING BAR -III _ II I I II 11111111I 11I I I I z ' -I I I I -I 11=1 I I II I IT r #5 LAP SPLICE O I I I� 11=1 11=1 I 11=1 { I I 11- =1=I 11=I 1=III=1 1=� I I- 11 I 2 #5 CONT. III-III-L I I=111-I � 1-I � I N I °.-11-[-11- =1=I I=I 1=III=1 1= •- COMP. SOIL. (COMPACTED TO _ =i 95% MODIFIED PROCTOR ASTM I M 11�=IT=�= = I a =1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 11=1 I D1557) I I III -I -I I1 1 I1=11a.=1IIII-I I I 111 I1-1 I I I=III-III-III-III-III-I I I-1 I I-i' 4-1V41 �I l li � it ll,,l l l,,l l l III III-1 I' CONCRETE SLAB W/6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.axW1.+ WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. _ 0 Z 6x6W1.4xW1.4 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR I o - I = - _z min. 4" BARRIER D p lr 4 I I2 ° av GRADE COMP. SOIL. ° • (COMPACTED TO 95% -I I I I I � Iit I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. Y) ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--t BLOCK WALL BEYOND 14" O.H.D. RECESS z M � 4. ". ;e.• . 4" I I co T III 111 :�. I � II I I� SEE A/S3 OR J/S6`l! II I I F11 IT. 111I II i 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ' (2 STOR ) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -111=11. v _ T-III-TTT-I T' Ell I - - - -(1) #5 REBAR w/ OPT. -I I F-=I I F= 11= 11= I I-fl f= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 4. _T�_ v ". a. I co I II11111 , 4" r Iu �To �,IIII •I 1 I I e• +'' :.: III I I' SEE A/S3 0R J/S6-` -11111 I Il IL 1 I 11-, FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS �} SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL0 - a INTERIOR d -3 1/2" 'e e .r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c M 6 MIL OR =I I 1- BARRIERu 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HCJOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF'�� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �,13� SEE PLAN 1 1/2" RECESS FOR VARIES 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 °�N ° SEE PLAN FOR a . TOP OF BEAM 4V & LAYOUT DESIGN a aI 1--jIJr7-..l- SEE ROOF PLAN c _ - - -° <' d. ° a d I �f III T (2) HTS20 FOR STRUCTURAL r _ , , ' III I I . `' BEAM SIZE & iv I� CONNECTION I I = - • IIIII�- I• 2x4 #2 SYP P.T. FRAMING w/ -_ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL j LU 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-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 �1-1/2" 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 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. r� i CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH T `" n, 0' 0" FIN F w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS 0 GRADE a 0LU ,III=1 I ° °• =III=1 =) -1' Z tz- w -III=1 I-f 1-1 - w W O W I I=1=1 I Z O o = I I=1 ! ° a -_ _ - z " - - - - - _ - "' d C 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 ° SEE FOUNDATION CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 SCALE: 3/4"= t'-0" 11771 -1 1 III I -I II_ -I I -I 11-11 IF FOOTING -' -I I I I I -I 11-111-111.. I I I=111=111_ Ij=1II�illllliillllll ,ll =III=III BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 r 1 C� 0 � 0 �a�R\14185 @ ERdFt,�f�� ti y ES - 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. 9) F Q -tE 10 , pp -, FAC:)N Ci N _. MNh� , . ll M m IL M Q Z UJ j W (n Lu ai LL 'y'y a a X F- @ago DSO m�oo W Z2Z'0 Boa ILW'monrO Z N Cn <co z Q 0 7 Ut- W ° (5 I1oo SRI C3 z N O - z o V J ("J d o M a � Z s Q) 4 fCj U CA Y W a Q � a O W w � �N N U CO ` E 0 ! =W 8 z U o N c U) ®0 r, o W co coo z Z u EE E ° z�s w= Z® Im �0 ° O E N O¢ a O ¢o ¢ �� d Z rw L - Q ❑ '0 >z m C, 3 0 go W Q 3 U w < az C:) oLLo w � Im Cza � c � o T y > cj- L °' W ny 0 .> d- ty N co i11 C N O �1 0p � (� Z (V T � T _ 0 � CDo T ai m Of)Z z MO E In CC a U _j < p ]OB NO: 20-1788 SCALE : AS NOTED SHEET NO. S3 (MONO) 12 SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAItS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. SLI SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD�L�� 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--- ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING EXTERIOR -- ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d ° d a d a o 7. 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J T W \� > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 C.M.U. GARAGE DOOR------. GARAGE DOOR ROLLER CONNECTION ASSEMBLY .; .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK SCALE: N.T.S. 8 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF � 0h N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE 8P8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAG E IOOR (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (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. a0 SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 Q ** 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 SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d° d. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ SIM SON SP2 w/ (12)10d — NAIL AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD z nQ 2x TOP PLATE '- 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E S SIMPSON SP4 2X TOP PLATE OVERLAPPING 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 if&,, SPLICE STAGGERED • � MAN, • �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 `10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. BEARING WOOD FRAME WALL � 4 S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w/ (18)10tl NAILS (3610# SPF) ° o ° • ° o • HTT5 wl (26)10d NAILS (4670#SPF) o ° • DTT2Z w/ (8)1l4" x 1 1/2"SDS (1835# SPF) • HDU2-SDS2.5 w/ (6)1l4" x 21/2"SDS (2215#SPF) • HDU4-SDS2.5 w/ (10)114" x 21/2"SDS (3285#SPF) ° o ° _ • HDU5-SDS2.5 wl (14)1/4" x 21/2"SD5 (4065#SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SD5 (5665# SPF) • HDU11-SDS2.5 w/ (30)1l4" x 2112"SDS (6865#SPF) • 5l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 9 • 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 a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER .& NUT ° HTT / HDU TENSION TIE N SCALE: NTS S4 ROOF TRUSS ABOVE 2X BLOCKING ° I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 " a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL Od NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A G STAG ERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING f.( & 8" O/C FIELD 54 D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 C� Ir� Q ,4o��E�1EE3stlEt�,�f eet ,• e• R ..ROWS ��,tl, •9-•• (yam •� v cv° ti ;r O a� F O .40 ��r��rfsil111I t3�1�`��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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w F Q o8 oo E O 8,6 N iL 00 0 FAU : (D J cc:) � � LL . ? 10 N 7k W -� u- _r 0. V7in Q 0°rii ° a� Z��0zo CoNO .2 o LLW 2E°'6' <oCL NaMz 0o z °d ❑00 z N o 0 0 — N z � o z J M � N Q) cn M z U o Q) 1 , [� '�• T (>� U Y w o o � Ow N r— � N � allw � o U 00 m "— m E o 8 o�.. I V ¢ It ° • �m o �W M C7 m o Z Q E �° <I 14� Q E V zo o a _ E O a' 0 _° o¢ N J �z o G az ww L C _ Z Y U m 15 or Z 45 ) J m a ° 6 W z '� Q. oW H l W _ ¢NW G U of F r o J W w� =3 l o >° NJ 0 a ova 0 .0 M = ;n > d' L cc � \W . / cl' c Nco ^ Q C -1 a) O ZT i N Cz OM T ai E E CV ` �i c� a z E Q y c a U Q p JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOPCHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 1 Od x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER AND NAILING SCHEDULE OUTLOOKER 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45'± X 2X4 CONT"L" BRACE TRUSSES @ SIMP50N H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12 @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL RIDGE FASTENED AT @ 48" O.C. EACH JOINT W/ (3) 10d A BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 8'-0" 2x8 END A "L" BRACE TO EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE @ O/C. WEB LENGTH & NOTCH AT EA. END @ 48" O.C. A LENGTH (SEE TABLE) (SEE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO J ' 7/16" OSB SHEATHING Ir & (2)1Od TOE NAILS @ BLOCKING — ATTACHED W/ 10d 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 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" =N THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS / OSB SHEATHING ATTACHED 10d 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORDE-1 w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 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. 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 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL— X-BRACING, AND TOP f "' CO NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° O0 SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES 60 cc APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING . EACH JOINT W/ (2) AT 24 O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207" , L = 41/2r,) OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Od x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS xzz 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE O CR"S S BRACE 2"x4 x4CRFROM 2x4 CROSS BRACE APPROX. 8" APPROX. FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLING @ 48" OCK 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. •"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 9 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C x SIMPSON HGAIOKTw/(4)1/4"x1 1/2" -� EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANELS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L- 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 CONK. 9 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT 91NIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING 47 PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) TOENAIL 6" 0/C @ RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 12MAY JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. Gv'S 1 GABLE TRUSS v�S "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION o f a ° ° d e °I d. ° d° a ° 11 SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" 0/C (TYP) BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA 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 ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION (UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L DBL. TOP PLATE STUDS 16" O.C. CONT. BEARING @ GABLE END BRACING DETAIL SCALE:3/4"=1'-a' 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. �9c� o CORNERJACK 0 Y a U w z O U HIP FRAMING REFERENCE PLAN N 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 DETAILP SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0 f G 0 t Lode,@���r�illtfFi�}C.. .. • L h� •• G' 6.. "'tf'rrir 1�O�I~SSiO 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 W 1- Co rE Co .0W . N O orp O p C'ik Lo O CD ✓71 cp J M N ^ LL r J J N ip W S '+ a M N a z / W ai m ii ° a of U ��n°, 0 W WO W'monCO @ s O � m O m2 LLW m E& z R o a Z N Q M Z U OO D z °< ❑❑❑ W co Z N O Ngto O J M (1 N N M o w fl- n '�• U 0 Ln �Ln w �- E Co U w o _ ! = V O N c U) Q) _D • �m ti o CID Mz w o Q L Q E o E =o <� z® ww, U ¢. 00 If0 KO U � 0 C' ­1 Ea N 1 L �o Q Ww w n3 CO CY Z U w O a 0 oLL Z N J � a Q w gz o � >'3 o LL T W U �o rr Jw Y ¢ 3 C> co o� Ol a 2 O- 6 3: 0 C CO i A/ E Al W D c Nco J C O m r n o O ,T_ Z O T T �.1. i V O 00 T (D z N cM r- �; r) o Z Z E O N m C (LU E .. a m Q p C JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. S5 LZ DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION 00 TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 #5 REBAR (TYP,) e 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16"� X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16"� FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 (TYP REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED X8 STAGGERED @ 16" TAPCON. INTO TAPCON @ 16" O.C. & 4"LL11X8 ` ' FIELD 1x8 P.T. FROM EACH END wl MIN. BLOCK@ SPACING „ O.C. 2-ROWS INTO �� 1 DETAIL 2 EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH _ �� 1x8 w/ 2 ROWS 8d NALS �� 1 /2 DETAIL () 3 DETAIL � D. 90° HOOK (TYP.) STD. 90 ` / 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK( FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB REFER TAPCON @ 16 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT EACH END O MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" ' BOTTOM OF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL — —j TAPCON @/16" O.C. O.C. & 4" FROM EACH FURRINGSIMPSON END MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ C ' +2„ NOTC FN @ FIRST COURSE - HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE *5� FIRST 2 COURSES ` TITEN INTO K.O. BLOCK 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 SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID WIGROUT 1r 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. Z-0" 8" 1 PLY PRE-ENGINEERED TRUSS ` �• 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"xl 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 LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45' DIAGONAL (4)10d NAILS 7THIS BRACE(S) 2 x 8 BRACE/INSIDE TO ALLOW FOR INSULATION •• 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT H BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. :�. .• . N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d N�m AILS THRU CISINTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS 4 MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%2' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (TO NOTE: FOR OVERHANGS LESS THAN 3I4" - NO REPAIR REO'D. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ XOVFRy TRUSSILS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.G. (F NO7'y 1,-0„ 5,-0„ SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJYINISH 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 D P EMBEDMENT INTO ) /4" MAX PER NAILING SCHEDULE ALL TO SUPPORT ° . 2�_p�� g�� TRUSS + SOFFIT + p p #5 BAR A 'o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 1,0„ ° o ° ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ° e o ° °� 9 H IN TOP o 8d NAILS EACH TRUSS o KNOCKOUT / C-"4 8d NAILS @ 8" O.C. AT BUCK III CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (Z) MIN. PROVIDE 2x CONT. W/ (3)FTk CONNECTOR ° — p il MONO FOOTING - .D Q D ° VERT. BRACES WHEN HGT. OF _ --'—'- TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24 BUCK - WITHIN 4 JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A GUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 -1o D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D ° DIRT D z TO BE INSTALLED 00, 110 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90° HOOK N I TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%." WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX' RAD• SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") fRTHRU INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. OSB INTO 2 x 8 O.C.ilk PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND SIZE B-g REINF. PERLANANDS EMWALL 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER SIMPSON2" 11) x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" >- #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED SIMPSON 1 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F N. EPDXY MIN. 6" EMBEDMENT & ` „ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3 MIN. EDGE DISTANCE 1 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP ` wo v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. w REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN I SEALANT ORTA _ _ T o �LIII-111_ ¢ cn 1A U_ "- Q BED JOINT. DO NOT FURROW. e _r -11 — — — * PRESS PANEL REINFORCING INTO PLACE. -; :::°`,;'':;.,::. '" ; :>;:<:,>;::':: ;:':=.;: ;.:.: III-11► - — c� z 5x6 EMBEDDED INTO ..:: * REINFORCING .::'::..`: 6" MIN. LAP SPLICE W/ COVER PANEL RE N ORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL o I I r EXISTING FOOTING (2) #5x6 IN CONC. � SMOOTH. DO NO FURROW. u �° N FILLED CELL — — — DRILL 4" " L 3/ x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. T SE BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p I ° \ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° ° n REMAIN FREE OF MORTAR. NOTE: M H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ` \ 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. Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING, SCALE: 3/4 -- 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ® c �;�/1yt�A�<� A� V� N •0 ° R o N (� N�, rtarESS a;' 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 H �E� 00 N (p Gp N 01 O O� 01 V cD J tM r c u- co 0 M � LL # W LL N LL d Q Lu ai LL ° a z ��,go m m m O �Eoa Z ILW N a z Q O aM z N °LL 0 OIDID W z N O 00 z � z o J M d N E31 Wv) M z o 0 (1)_ � LL U a O U1 W ° o �V U m w rn 2 E V y c `n d Q o ® O Q ol N � W M o z < !■ 19wz U c6 E zo oo <� Z® oa o U K ()O O O N @ Fa- �o <o z wz • fa C Y y m� o Oz J m a ° Q W z co a Si Z c) to lo �w o w< L90 >° co 18< �3 0 2M = L W ■> qzT c Nco J ^� Q o O (.0 O r r o 0 E E 3 CV M c� o z z Ecu y E0 U J w ICU Q 0 J JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. SS 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH `3 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----Z— WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN � SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN, BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING nF=TAII n INTERIOR RFARINC-, PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD SCALE: NTS ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN MIN. (2) 2x4 FOR CONNECTION SPF TOP INFORMATION. PLATE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; o MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY K8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS B 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 111[:83MI1u BEAM aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS IIMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE IOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN L. FOR CANT. COLUMN SIZE & BASE I-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F_� A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION r22 SCALE: NTS SCALE: 3/4"=V-0" SEE VS5 FOR ADDITIONAL OUTLOOKER INFO. GAB 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON °°. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS A. a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL 0 ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO v SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH 7(IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH A' BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS 0 f oil�i��eo� •R,q\\�tgttt 0 ��0 N G�raS Z�' •'a z =•� hew J :G •.• 5 .5 '•. F LQ•,.•. 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 1- 4 co E �co ,, (cc aoaCD 'DN a (a 0 Om N 04C [1 N cp -00 - 0 0 0 yj M W C -cc: �; o Z to R W s?9 mMO M0�� W z ILW m E�m of 0 rn � T p a- a NQccooz V 0 J ° 0 ❑00 P _ 00 z z o Q J M d N M z ° o •U W 0 o a a ' 0 c� W �Nsi o o ® U 0° w m E o g _ I I = U o c U) ®o O �p J a W Cl)n M z < �l Q E�� OO uo-i ¢ oLL wz � =® oa F <o XMU W� 00 Ha, 0 ¢wo 0 0¢ a Z w _ Qp U 0 W2 o O� Z z J m ?� ¢ W �w 3 0 Z g° g �� a W ci o z fCD �- 4 Y ¢ r �F � � O d ��a 0 ` �M 0 = > L. N m 2 ^' W ■� V c N x co 0 _0 C) CD F Al m No � d' o ci T N Z o T TO � M N M N c� o Z z r E (�co E �; C Ca a U _j Q p JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 In : 12.0 In BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. (O.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 EXTERIOR 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 (A9SEMBLEDNANOOVJ) OR EQUAL WEATHER PROOF CAULKING z 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. RESISITIVE z BARRIER SEAL TOPS OF JOISTS 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) Ron in. 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 INSTRuxl RIM JOIST (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 t. cut, fold up &temporarily securere weather resistive 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 BE USED. 3. Fold weather resistive barrier back over head 21A Q water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be flashing and seal with tape installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW ■ SELF -ADHERED FLASHING ■ ■ p pp g q FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER , 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 drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED AS ADHESIVE R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE 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 L USE LIQUID NAIL BRAND FLANGED WINDOW exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complyingwith AAMA 800 or ASTM C920 Class OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) p g REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL ° 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 ° ° pp � g p Y g SELF -ADHERED FLASHING _ BEFORE FOLDING, SCORE SELF of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: -ADHERED FLASHING, r EXTENDA MINIMUM 6" RELEASE PAPER SHOWN) EXPOSE 1. Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM ADHESIVE AS SHOWN)g BOTTOM OF or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall THRESHOLD O ^ comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 2 3 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration SECTION -A (SEE DETAIL WPU2) manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or O 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. z SELF -ADHERED FLASHING 51.2. In accordance with the flashing design or method of a registered design professional. u NAILING FLANGE j 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/AAMA/WDMA 400. DO NOT FLASH OVER p2 SEAL TOPS OF JOISTS 1 6 Z At the intersection of chimneys or other mason construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOMFLANGE NAILING 8 (SEEUNDEDEDTA]LKING W 07) 2 7 copings. Y masonry p J g p 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. \ t / �Ground� 7. At built-in gutters. r L---%QI l I I A V 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 O 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 rLr Qj 1111V 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SLOPE_-- V-4" PER PLAN SELF -ADHERED FLASHING OUTSIDE CORNER z a W a rn to w U W rr lit U) SELF -ADHERED FLASHING PATCH ,HERED FLASHING PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF - - DRAINAGE PLANE WRB BOND BREAK WRB ,--SF LATH I I� STOP A OUS BACKER ROD /`1 JT TIOUS FINISH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all n �r l� 0 N O N 0 M 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. PA a C co O 8 E N N V OM O O O m m N ���, r "" O O J oNo LL # W1 wN 9 LL N W J W u_ LL a Q �j M ( m >L W 'd a W LU a Z C) O DCoq 2O W W m O W 2 E T moo°¢ LL Z "<N p 0 :D Z cvr>Z °U U J �(]O W 1f1 (D M J (D N o N (D z o � < J M N Wd. tn z o T (r) Y � U OL1J to ct: �V) N � o � oil LL1 m I z U o y c rn m m s Q ¢ ti co c �w M M ¢ o Z a � cd E zo �O Zs GN Q E� 'zo z® - ono &� °o ff O E N z �o QO a Z �w L r0 - < Y U Nm m� o o Z >Z Z y�z o So WCLLLa of =3 AF O < a o CD O a zI¢ C � M = N L � m m �y W � 0 .> d' c N co ^ J O Q C o N /11 m r o O � Z O r T T O 0 E Z N Or) `'r' o z O cc a U Q p JOB NO: 20-1788 SCALE : AS NOTED SHEET NO. W P on ­5 A3 FL17244.1 ESR-3455 12/31/2020 A23 OW5 M 1 FL1 0446.2 ESR-2606 12131/2020 12131/2020 12131/2020 12131/2020 12J31/2020 12131/2020 12131/2020 1213112020 I 12/31/2020 1213112020 12/31/2020 12131/2020 1213112020 12131/2020 12131/2020 12131/2020 12131/2020 12131/2ffO . . . . . ................... . 1213112020 12131/2020 1213112020 1213112020 12131/2020 12t3l/2020 1213112020 12131/2020, 12131/2020 12131/2020 12131/2020 12131/2620 12131/2020 12/31/2020 12131/2020 12131/2020 12131/2020 1213112020 ... .... ...... - ..... . . . .. - 12/31/2020 12131/2020 12/3112520 12/31/2020 12t3l/2020 12/31/2020 12t3l/2020 12/31/2020 12/3112020 . . . . .. . . . ... ........ ............ ....... 12/3112020 12/31/2020 12131/2020 12131/2020 12131/2020 12J31/2020 12131/2020 12t3112020 . ........... . . . ... 12t31/2020 1213112020 12(31/2020 12131/2020 12J31/2020 12/31/2020 12t3112020 12131/2020 12t3l/2020 12131/2020 1213112020 12131/2020 1213112020 1213112020 12131/2020 12t3l/2020 12t31/2020 1213112020 12J3112020 . . . ...... . .. 12131/2020 1213112020 12t31/2020 12131/2020 1213112020 12131/2020 12131/2620 12131/2020 12J3112020 -12/31/2020 _ 12131/2020 1213112020 12131/2020 12/31/2020 1213112020 12/31/2020 12/31/2020 12/31/2020 12J31/2020 12J31/2020 ............ ­­­­ 12/31/2020 12t3l/2020 12/31/2520 12131/2020 12(31/2020 12t3112020 12131/2020 . .. .. . . . . 12/31/2020 _12VS`l /262_0 ..... .................... 1213112020 12J31/2020 12131/2020 ) PRODUCT APPROVAL SPECIFICATION SHEET(2018) 2C As required by Florida Statute 563.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a (3) 01I D" 0- 0 0_ 0 L_ CID 4- W Co Co -0 0 0 0 0 L_ C 0 CL - .0 Li- -1 co > U) -0 E C) Cn (1) " -6-0 L_ 0 4- CL _F_ CC10) 42 co 6- U) HD210-2 FL17232.3 �-5 12131/202 HU210-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12131/2020 HU212-2 FL10856.4 ESR-2549 HD216 FL17232.3 ESR-3445 12131/2020 HU216 FL10856.5 ESR-2549 or HD216-3 FL1 7232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Cate Manufacturer Product Description royal Number(s) Test Pressures Exp. Date Mounting Brackets 10 G", 49k 4-1(2"X+1XX21210# awk cross uppollrt 04y be cut to 'SM Amhrbir Schlikluk, ffightl5mcketflOGaill 0) 1(2'1) ix A325 Gaud-HTW30 (TYPI) 0110 14 Stif-DrIlliry 1 0-5/r- NC UNt Sonam Edge Hurr1ca.rve5V'8P (Typicaf, 3 In front) Front Cross Suppqrt Self-UX,kirvo Nuts (May be cut to W) Left Bracket (16 Ga uoe) - #14 Ulf-DI(A41.9'5-CrO"Thru Btackeis 'Rad Cross Support Irto A/C Unit 86ftom' Side (7*1icall: 3 b4ch Wde for hurrIcarle use) INSTALIATION INFORMATION 1 spw4c ag. llillt�7' 0 ralum. 60 We 3"Iy) HD26 FL1 7232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING TherrnaTru Either -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2021 HD410 FL1 7232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 FL17232.4 ESR-3445 . ......... . .... .............. . ESR 3445 12131/2020 12/31/2020 HU412 HU610 FL1 0856.9 FL10856.10 ESR-2549 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12131/2021 R io FL17241.7 �SR-21,44 12/31/2020 HUCQ410 FL1 1468A 1 SIM200804 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12131/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL1 1470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL1-147o.4 SIM200803 ThermaTru Smooth -Star and Benchmark FL1 5225.5 +67.0/-67.0 psf 12131/2021 HHCP2 FL1 7236.7 ESR-3448 12/31/2020 HCP2 FL1 13447.2 ESR-2551 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL1 1473.5 SIM200802 HTA20-1 8 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL1 1473.5 SIM200802 B. SLIDING MI Windom and Doors Series 420 FL15332.1 - FL15332.6 +40.0/40.0 psf 12131/2020 le HTT16 FL17324.2 Evaluation Report 12131/2020 HTTIS FL1 1496.1 ES-0130 PGT Series 5570 FL251. 10 4114/2021- ------- _M4T45 . .. . ....... ..... " .......... ....... . ........... . .......... . ..... HTW16 FIL173 4.2 .... ....... ­­­­ ---- -------- ­­.- . . . . . . . F Ll 7244.8 Evaluation Report . ......................... . ...... . ......... . ......... . ... . ESR-3455 31/2020 ............. . .. . ..... - 12/31/2020 HTT22 HTS16 FLI 1496.1 FL10456.22 ES-0130 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL1 5279.37 +30.0/-32.0 psf 5/21/2028 ... . ... ......... . . .. . ............ .... ESR-3455 . ... ------- 12/31/2020 HTS20 FLI 0456.23 ESR-2613 Clopay Building Products Residential WindCode Doors W5 (16X7) FL1 5279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WinclCode Doors W6 (8X7) FL1 5279.85 +38.0/42.0 psf 5/21/2028 FL17244.8 ESR-3455 12/31/2020 HTS30 FLI 0456.26 ESR-2613 Clopay Building Products Residential WinclCocle Doors W6 (16X7) FL1 6279.102 +37.0/-41.0 psf 5/21/2028 HTWM 16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FLI 1473.11 SIM200802 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see i rist s ht) 12t3l/2025 HTWM20 FL6223.2 Evaluation Report 12131/2020 HTSM20 FL1 1473.11 SIM200802 HIJGT2 FL6223.3 Evaluation Report 12131/2020 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 HUS210-2 . . . . . HUS212 -2 FL17232.6 . .. ....... . . .. . ...... . ...... . ........... FL17232.6 ESR-3445 .. . . ... ........... ESR -3445 . 12/31/2020 12/31/2020 HUS210-2 HUS212 -2 FL10856-R4 FL10856A1 ESR-2549 ESR -2549 PGT Series 5500 FL239.7 7/30/2020 HUS26 .. . . ........... ... .._FL17232.6 FL1 7232.6 . . . . ........... ESR-3445 12/31/2020 HUS26 FI-1 0856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 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-W5 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windom and Doors Series 5764 FL1 5353.2 N/A 12131/2020 'JL26 FL1 7232.7 ESR-3445 12131/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/2612021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 - 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 31 k. FLI 3192.2 JUS26-2 . ............ FL17232.11 . ......... . . .. . . . . ....... ..... ...... ESR-3445 ... ____ 12131/2020 WS26-2 FL10655.112 . ESR-2549 ...... . .... JUS28 FL17232.11 . .. . ......... . . ...... . . . .... . ..... ........ ... .. ESR-3445 12/3112020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12131/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit FL1 5272 1 - FLI 5272.2 +70.0/-70.0 psf 1213112020 KLEG3 FI_117241.15 ESR-3444 12131/2020 LEG3 FL10667.71 ESR-2615 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FLI 0852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA 12 FL1085Z4 ESR-2105 4. ROOFING PRODUCTS LSTA 15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA 18 FL10852A ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/3112020 LSTA24 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED ... . ......... . il . . ....... ... . FL17244.18--- Ll��.... 2 A ESR-3455 .... ... ...... .. .. .. ........ . .. 12/31/2020 0 LSTA30 LSTA36 FL10852.4 FL10852.5 ESR-2105 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 91912026 LTS19 FL17219.2 ER-0200 12/31/2026 LTT1 9 FLI 1496.3 ER-130 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 1_772013 F Ll 1496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LT17131 FL17219.2 ER-0200 12/31/2020 LTT131 FL1 1496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12131/2020 > L o (D (D U) CU > 0 CL < -6-0 0 :3 0 - U) cu M < 0- W LTW112 FL17244.8 -3455 12131/2020 LTS12 FL1 0456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FLI 1470.7 SIM200803 F. METAL ROOF GUIfCoast Supply& Manufacturing, LL 6-032" Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/12/2024 MP3 FLI 7244.22 ESR-3455 12131/2020 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 12131/2020 A34 FL10446.3 ESR-2606 FLI 7244.24 .. .. ...... ESR-3455 12/31/2020 LTP4 FL10446A9 ESR-2606 5. SHUTTERS MP5 FL17244.22 . . . ...... . . .......... ........... . . . .. . ........ . ESR-3455 . .... ......... . 12/31/2020 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12131/2020 FLI 7240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 3128/2018 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTAIS FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12131/2020 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 KW CH6k Simpson Strong Tie see chart MSTA36 MSTC40 FL17244.18 FL17244.26 ESR-3455 ESR-3455 12/3112020 12/31/2020 MSTA36 MSTC40 FL10852.9 FL10852.11 ESR-2105 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FL 1999.4 NIA 12131/2020 Code Entity or Date Date Dade Pendina Date Tvve Version Manufacturer contact Enalneer & License Validated By Validated Submitted FSC Approval Approved Status Revision 2017 Gulf Coast Supply& Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/1012017 10/17/2017 12/12/2017 Approved Category: Roofing (352)498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Deslan sea # Product Model. Number or Name Product Descrlvtlon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure I 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/1=024 No Yes N/A -N/A/ over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lok 16&quot; Wide 04/12f2024 No Yes N/A -NIA/ Roof Panel over 15/32&quot; Plywood -116.OPSF J&quot; 3 1 &quot; 249a. Gulf Snap GulfSnap24Ga. 17&quot; wide Roof Panel 04/12)"2024 Yes Yes N/A -N/A1--131.0PS over 15/32&quot; Plywood 4 1&quot; 24ga. VersaLoc %quot; VersaLoc 24ga 16.5&quot; Wide Roof Panel 04/12/2024 Yes Yes N/A N/A/ war 15/32&quot; Plywood -138.5PSF 5 1&quot; VersaLoc .032&quot; Aluminum I&quot; VersaLoc min.032&quot; Aluminum over 04/1212024 Yes Yes N/A +N/A( 15/32&quot; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/12/2024 Yes Yes NIA -NiAl Panel over 15f32&quot; Plywood -116.OPSF 7 1,5&ciuot; 24ga. VersaLoc 1.5&quot; VersaLoc min 24ga. 16&quot; wide Roof 04/12/2024 Yes Yes N/A +N/A/ Panel over 15t32&quot; lywood P -123.5PSF Min 24 Ga. 2&quot; MegaLoc 18&quot; wide Roof No Yes NIA +NIAt 2&quot; 24ga. MegaLoc 04/1212024 8 Panel over 15/32&quot; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide war 15/32&quot; 04/12/2024 No Yes N/A +N/A/.96YPSF Plywood 10 24 Ga. Gulf Scam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/1212024 No Yes N/A -NW93.5PSF over 1x4 W d Purims over 15/32&quot; Plywood 00 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, I 3149quot; Snap Look, 04/12/2024 No Yes NIA +N/Al 18&quot; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel aver 15/32&quot; 04/12t2O24 Yes Yes N/A +NIAI Plywood -156,5PSF 13 26 Ga. 6VChmp min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/1212024 No Yes N/A -N/At-131.PSF 14 26 Ga. 5VCdmp Min 26 Ga. 5V Crimp Roof Panel over 10 Wood 04/1212024 No Yes N/A +N/A! Purlins over 15132&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/12/2024 Yes Yes NIA -N/A! 15r32&quot: Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 0411212024 No Yes N/A +N/A/-63.5PSF 15/32&qvot; Plywood 17 26 Ga, GuIfPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&quot; 04/12/2024 No Yes N/A +NIAI Plywood -154.7PSF MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/11/2023 MSTC52 . .... . . .. . . . ............ . FL1 7244.26 ---- ------ . . . . . .. ... ... ......... .... ESR-3455 12131/2020 MSTC52 FL10852.11 ESR-2105 ...... . .. .... �If .­. _­ __'. FL17244.8 . . . . . .. . . . . .. . . .. . ....................... . .. . . ... . ........... . . . ................... . . ...... . . ... ESR-3455 12t3l/2020 MTS12 FL10456.33 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.6 N/A 3/31/2021 MTW16 . . . . . . FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 6/2112022 MTW18 171_17244.8 ESR-3455 1213112020 MTS18 FLI0456.35 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 I'Ll 1470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12131/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35Xl6U FL578.3 Evaluation Report 12/31/2020 MSHA3.56116 FL1 3904.6 ESR-2616 PAU44 FLI 7239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 .. ....... ....... .... . FL17239.13 ........................ ESR-3449 . . . . ... ........ ER-0200 12/31/2020 12/3112020 GLTV3.516 FGTR FLI 0667.8 I'Ll 1473.2 ESR-2615 SIM200802 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the fbIlowing information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) ------ ------------- APPLICANT SIGNATURE DATE PHXJ3516 FL17241.20 ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 RIFUS FL6223.5 Evaluation Report 12/31/2020 HI FL10456.5 ESR-2613 RS150 FLI 7244.27 ESR-3455 12/31/2020 H10 I'Ll 0456.6 ESR-2613 RT1 5 FL17236.3 ESR-3448 12131/2020 H10-2 FL10456.7 ESR-2613 RT1 6-2 FL17236.2 ESR-3448 12/31/2020 H1 0A FL10456.6 ESR-2613 RT16A FL17236,2 ESR-W8 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FLI 0456.14 ESR-2613 RT4 ............... . . ...................... .. ­­­­­r' . . ... . ...... RT5 -FL17236.3 ............... . .... .... . ...... ...... . ................ .. FL17236.3 ESR-3448 ........ .. . ........ ......... ESR-3448 12/31/2020 12131/2020 H5 H2.5 FL10458.15 FL10456.11 ESR-2613 ESR-2513 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FLIG456.12 ESR-2613 RT7A FL17236.3 ESR-3448 1213112020 H8 FLI 1470.3 SIM200803 RT8A I'Ll 7236.3 ESR-3448 12/31/2020 SPI FL1 0456.41 ESR-2613 SPT22 FL1 7244.30 ESR-3455 12J31/2020. SP2 FILI 0456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 12131/2020 SP4 FLIG456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12131/2020 SP6 FL1 0456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 SPT8 ..... .. ... ............ ........... SPTH4 I'Ll 7244.32 ...... . . .............. ........... I ............. . I . FL17244.32 ESR-3455 ......... ..... . . ........ . . . ...... . . ....... ...... ­._'.__­­­ . . . ......... ..... _.­_­_...__..__......__.... ESR-3455 12/3112020 . .. . ...... ....... . 12/31/2020 SPH4 SPH6 FL10456.46 FL10456.47 ESR-2613 ESR-2613 SPTH6 FL17244.32 EffR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 . . ........ ..... ... . ................. SPTH8 ................ . . . ... 11-1. 1 ................... _-.1.1 ­ ......................... FL17244.32 . . . . . ........ ........... . ESR-3455 12/31/2020 U24 -FL10655.141 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 FI_10655.4 ESR-2549 Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards 3)2812018 Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 I'L11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 ILl 1468.10 SIM200804 THb412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 THDH414 FL17232.16 FL17232.17 ESR-3445 ESR-3445 12/31/2020 *-1-2/31/2020 MSTAM24 MSTAM36 I'Ll 1473.19 FIL1 1473.19 SIM200802 SIM200802 UGTS3F .... . ..... .. . ....... PHD8 FL2033.1 . .... . FL17219.5 Evaluation Report .......... . ............................. . .. . ­.­­ ..... . ....... ER-0200 12/3112020 ­­­ . ..... " I ........ ........ 12/31/2020 MSTCM40 HHETA20 FL1 1473.19 FLI 1473.9 SIM200802 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Daslan 69CI 9 Product Model, Number or Name Product Descripliba Contract Explrado Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GuIfPSR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A -N/Af Purlins over 15/32&quot; Plywood -151.7PSF is 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 15t32&quot; Plywood 04/12/2024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over U4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 15/32&quot; Plywood -151.TPSF 21 26 Ga. GulfiRlb Min 26 Ga. GulfiRlb over 1x4Wood Purlins over 04/12/2024 No yes N/A +NlAt 15132&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 1 5t32&quot; Plywood 04112/2024 No Yes N/A +N/Al -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quct; Plywood 04/12/2024 Yes Yes N/A +N/Al -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1 x41 Wood Purlins over 04/12/2024 Yes Yes NIA +NIA/ 15/32&quot; Plywood -164.2PSF 25 29 Ga. GulfRlb Min 29 Ga. GulfRib aver 1x4 Wood Purlins over 04/1=024 No Yes N/A +N/Al 15132&quot; Plywood -123.5PSF 26 29 Ga. Gulf% Min 29 Ga. GulfRib over 15/32&quct; Plywood 04/12/2024 No Yes N/A +N/Al -146.OPSF 27 29 Ga. GulfRib Min 29 Ga. GulfRlb over 1 x4 Wood Purlins over 04/12/2024 No Yes N/A +N/Al 7/16&quot; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/12/2024 No yes NIA -NIA/ -116.OPSF LGT3-SDS2.5 FLI 1470.7 SIM200803 LGUM26-2 FL1 1473.12 SIM200802 Search Criteria Code Version: 2017 FL#: 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 0saIgn Pressure: ALL Date From: ALL Data To: ALL SHEET NO, PA 1.0 -6 -A N N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of a 12n212018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.W 3o18 2/1 20'e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 Oil IWAla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Appllcaffon Datall Page 1 d 1 ixtiole (� O L L Q � •T�1 " � to ^'• Coda Entity or Zak pp(q Data Pendlne DAL I.21yerMon ManuMcturor coptact Endmer8llcanae Velldatad By Yelldatad Submitted FaCAoe 0 Bggtgyg( Status Revision 2017 Themm-Tru Corporation Rlckwgm Lyndon F. Schmidt, P.E. Ryan J. King. P.E. 10/15217 07/122017 10/1SQ017 12/122017 Approved Category: Exterior. Doors (419)298-1740 PE-43409 (013)767.6555 Coaa En6N or 20 gg(p• Data Pendlno pyLq, Zypsversion ManuRctunr CorkeR Encloser &Llcanaa YNldatetl av vann.tw subr_dttad FBCAareroval A¢oroved Status Revision 2017 Therm@ -Tor Corporation Rick WrigM Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12113/2017 12M32017 1221R017 02/13/2018 Approved Category: Exterior Doors (419)29&1740 PE-43409 (813)767.6555: 124.4L t•'�N Or 20 20 I0 mm YmIcus d28�9t Enakwwyenddod By Vg(� 1 Am& r226 Emilia a 20 doh � LM Version Momde9hrsL vangawBy V! lilbm� Approved Subcategory; Swinging Exterior Door Assemblies Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer gaps Product Mosel, N umber or Name' 1 a, Thenna-Tru Flber•Classic and Smooth -Ste rickwf@mtildgconsu8dlts. cam Ouelltv.Assurance )loduct Oeacddion Contract Exdrdlon Date Nominal 6MS;8 &quotNon-Impad&tNd; Opaque 12/312020 Composite Edge Fiberglass Slagle Dow OnmvinVOutswirg; X Conflguraaon) Agaoved for Use Aoorovedfor Use lm Hufl2 Outside HVIQ No Yes 1,-t Resident No Daeion Prea_oun N/A Seca 1 Subcategory: SWrigmg Exterior Door Assemblies Compliance Method: EVolualpn Report tram a Florida Registered Architect or Licensed Florida e9 Professional Engineer Product Model. Number or Name a. Thorne-7ru Fiber.Classic and SmopMSIM rlckw(Mmbidgconsu8dds. com Quality Asaurenee Product Deseddlon ('iontrect ExPlydlo n Nominal 6&#39:8 &quotNon-Impact&quoti Opaque 12/312021 Composite Edge Fiberglass Single Door (Inswing/outswlrg: X configuration) APProved for Use Aoprovedfor Use Impact Daman Deb fn HVHZ Outelde HVHZ ,Resistant Preeaun. No Yes No WA RevNim 2017 E�i�d.E�Yfis� Q@�� 1 Talmo-Tru Corporation Cabpery: ExiellOr Dope SubCaeaoN: SwiOng Exterior DoorAeaemblbs Compliance 11 aced: Certification Morkor Listing A. &quogCleasb•Cmft&quot and &quotSenchmadc by Tftemr-TnActuot Rick WrlgM Nations] Accreditation Ryan J. King, P.E. (419) 2�-1740 Marmgematd kalHuk (813) 787�565 ddcw■rwbklpconsulfam. am Be and NO Opaque and Glazed Fib"Ns Door w8h 12131=1 and Wftd SWORN, I g and OuawMg 122IM17 0921017 Aaerovad for Ur )� - gJ�p-� No 12P2=17 �g Yes No Approved � WA Revision 2017 IIC� 5 TOermwIru Corporation CNtaory; Exterior ppora SubCetegwy: Swinging Edelbr DeorAeeembka Condb^ee Method: Certification Mark or Listing e, &qud;SnswMStar&quot; and &quotSend m ulc by Tt ma-TTU&WM Rick Wright National Meson& Ryan J. King, P.E. (119j 298-1740 Mgnapengr8lnafWrs (813) 787-8656 riritv/�nvDldpogneukenbL 68 and 8/0 Opaque and Glazed Fiberglass Door wIM 12A72M1 and without SkbBM. Irawkg and Outiming 12r2WM7 M1=17 12/2?/2017 Approval Armistead for Use �t J In HVHZ ,i. HEM= Prenu4, No Yea No WA � `v -co V L r1 LL Co0 `V Q 4¢- ♦I1 �y v / Tt E O • - V�1�� ^V/, �M/ L • v, (� Q ` v •'^ V J W Co O ^ . Therms ru Fber-Ciassle and Smodir ar Nominal 88a09;0 &qudNon-Impact&qu Opaque 12312020 No es WA Composite Edge Fiberglass Single Door nswingloulawl ;Xcoon ure3on 6 f. Thera-Tru Fiber -Classic and Smooh-Star Nominal 8&p39;0 &quatNonrlmpact&quot Opaque 12/312421 No Yes No N/A Composite Edge Fiberglass Single Door (InsMng/oulswing; X configuration) 9 I. Thera-Tru Fber-Classic and Smodh•Star Nominal 6&X39;88quotNorrlmpad&quok Glazed. 12GI2020 No Yes No WA Composite Edge Fiberglass Sirgla Door QnsvMgvOutswing;XcarhBgureyon) 9 I. Therma-Tru Fber-Classic and Smodh-Star Nominal 6&#39;8&quotNorrlmpact&quad Glazed 12312021 No Yes No WA Composite Edge Fiberglass Single DOct nmirr•. swl ;Xcom uretlon 14 n, Therma-Tru Fber-GMaNc and Smooth -Star Nominal 8&fp9;0 &quglNorHmpect&ipot Glazed 12/312020 No Yes No WA Composite Edge Fiberglass Single Door - cpmguretlon) 14 ^ ^^^' ar• a.: m -.. n qu ;. axe o e O M NIA Composite Edge Fiberglass Single Dom pnslvingrolaswrig; X. configuretlonj nwAnSiDuawl ;X Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 & 2 120202o Florida Department of Business & Professional Regulation Building Codes and Standards Pap f or t Imrmta Florida Department of Business & Professional Regulation Building Codes and Standards Pegs 1 ti t 11�1e Florida Department of Business & Professional Regulation Building Codes and Standards ga 1 a 1 116=18 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLit1539ZR5 Sea# 1 2 3 Prpduds Product Model, Numberor Name SERIES 420 ALUMINUM SGD SERIES ALUMINUM SGD SERIES 420ALUMINUM SGD REINFORCED Quality Assurance Product Description Contract ExblratlOA Date SERIES 420 ALUMINUM SGD OXO 121312020 145-IES420ALUMINU SGD REINFORCED SERIESx8O&qu MINUMREINFO CE XX 12372020 96&qud;x80&quoq NON -REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/31f2020 i4S314&qud;x96&qud; AParoved for Use A¢oroved for Use In HVHZ Outside. HVHZ No Yes No Yes No Yes Imoad Resistant No No No D-1- pressure N/A NIA NIA Cod. MOM Verelon Review 2M7 f Cbpay Building Products Company Exterior Dope BubCabpgry: Sectional Exledgr Door Assemblies Do11pOO Mathal: Certification Mark w Listing I:� m E Mark YhoolotfieW iMaWcTe*vsomas NA, Gary Phtah* (513)770-SOM Inc. (513)5194M nnasbrfiad�dopry.wm lilh � D 1� Submitted F1 Anoroy7d ANK 11/282017 O8/l=i7 1210612M7 Approved Cgga Mrs1 version Revision 2017 fIM■3agagia Clopsy Buadirlp Products Company Cabgary: Exhorter Dope aubCebpory: d4eCtlonal l3ctedgr Door Assemblies Camphorate Mo#wd: Codification Mark or Listing Emily or caner E IrsaOeru�C MsdV�t�M IntalekTeatMg SwilsNA, Gary Mortise (613)7704i082 Inc. (513)5198668 mwsstafleid�dopaycom Rah !!!� irslMeiea ! 1129=17 08 iQW7 Dab PeDamn pAk AcaDaad 12I0512017 AWNS Approved rT72614II9 Spa Nile Version Revision 2017 11 Par bwoomn Exterior Doors Subcategory., BubCWgory: Starred Exterior DoorAsambhe CsnpUW iWhod: Certlficetion Mark w Listing enft or ar aromar &lltrame v added � Dean RuMk Mbni-Dale GCCO-CER MIam4Dado BODO-VAL (941)4118-010D (786)316-26g0 Inuk�pptinduatrW.00m taste J� Date.!' l8h Val Small" ! Aml� 12rVM17 1121V2017 12262017 Approval 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX,. 121312020 No Yes No WA XO. XX 96&qud:x96&qud; 9�LArea A Unto Agarmmi for Use Itavo Design Agtam�for LOW AppiveeEbe Use lmama Rolm 9udkAa At lisrUm Apmm'ed for Uso based Nalco 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUM INUM SGD REINFORCED XXX 12/j12020 143&quotx98&qud; No Yes No N/A. ij 37 ProductMadial.NumberRom 037 W6.09 PAN-2F151: IM& 94, 73, 75, 15W, 100, 76, Sled Pan (min. 25 ga.) SI gloCar (up to 9'(' wide) 052112028 In of Resistant. I�Ime No Yee No +30 PSFI32 ow 53 053 VA-16 FAN-2F153: 84A, 94, 73. 75, 1S00, 190, 4RST, Shed Pan (arm. 25 ga.) Double -Car (9'7'to 107 OBu11I2028 I� No Ids Yea No P1W!■ +30 PSFI30 �� 10 SGO-0570 (Lags Malt a bmpact) Vinyl smkg Gina Door 64I141=1 In HVHZ o Ile Yes Yes Yes WA 7SV, 4RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 56.486. WINDCODEa#174: W6 Garage, Door PSF 4RSF, BRST, BRSF, 48, 42, 55, 488, 428,1 % GD58, v/Me) NANDCODEBal174, V45 Garage Door PSF 42B, 55S. GD6S, GD53V, OR65, ORSSV, ARfiS, AR6SV, GD66V, GRITS, GR68V, ARSE, AR68V, ED83, ED69V E 1158, ED55V Florida Deparhtrent of Business & Professional Regulation Building Codes and Standards pagei all 6rm1a Florida Department of Business & Professional Regulation Building Codes and Standards Paget ora 1202020 Florida Department of Business & Professional Regulation Building Codes and Standards Page I all I/m"16 Florida Department Of Business & Professional Regulation Building Coders and Standards 116=1e Product Approval Application Detail Product Approval Application Detail Product Approval Applicaton Detail Product Approval Application Detail 1 i#L �R fig, _ "31II4$4 FM527940 Duality Assurance Aooroved for Use Approved for Use Impact Deslon � Iyag Version RftWm 2017 l CURRIES Division of AADG, Ina Caegory: EhI krDoors Btdr.'dsgory: Exterior Door Componenm Compliance, MaMod: Codification Meat or Listing lf� � Eneteeer&Llceme Vg�( Dodlg Dam UL LLC Ted Gelman, PE (641)494-2844 (3�$68-4707 dam.dedic�wa@bby-oo m I20 dtait Rime Vt $L.m� 11r304017 102WO17 � Approved 12MS2017 a.YbM Approved FSea M 2 RodxA Model Numberor Mama 185 SH Product Doscrhol Contract Exdratlon 52x72 Fin/Flange Frarra, I"G Single Hung 10/062023 Laminated G ass Data In HVHZ Outside HVHZ Resistant Pressure No Yes No +60I.60 2a ]!� Version Revision 2017 ! CWpey Budding Products Company SubCalso ;SecDgort aubCategetY: Sectional Extorter Door AaamWW Complkaree M odwd: Certlfla6pr Mark or LWlog - conw S EOBwaL31.� Validated By Mule 1MsvAlr w IrbRek Taft Services NA, Gary Pmohlor (5 ) rg. 51 51 nwuoafatleMQclopaYarrm 20 Do Validating $1 11reM17 081102017 liae.i�ea lea iDS2Em[41al Approved 12N612017 Htala! Approved runt! 2'yyg YPeglm Revision 2017 Clopay BWklkg Products Company SubCabpay:Sx8om1 E1mdp DoorAwmbga CempWnm MIsMnd: CeRacaBan Mark or Listing li�.gL �d vaggeow av Mark Vi esbrMld Iralrark Tooling SerAct a NA, Gay PMUNa (513) nit. (513) 519-8588 nxrcetsnfieMQdoPeY.cem Ii� l� 21h V,(�,g Subm� FI3R.Amtm al Approved Awn 11/292M7 08/1012017 121062017 Approved Flaf1a37JRf Produste Ego! C use Amide � fill= d !� priamuse FLd11a279416 Aag Products, ApffiovedforLice AgwarffiforUse In HVHZ outowsd+mi 12Ua !3>.�m Rawl■ Plow■ aw ProcketModel. MunMMrorwma 9w1 Product: m A ApprovedrmUna lm�t M IftHVNZ 4 Z B PmmdN ■ �� 1 607, 707, 727, 747. and 847 Si and Palm of Dome Flunk, Gigged, and Lo va al single and palm of 1231=8 hollow meal doors• Yee Yea Yes N/A 85 085 V1e-09 PAN-2F153: 73, 75, 84A, 94. 42, 48. 420, 480, 4RST, BRST, GD5S, GRISS, ARSS, EDSs Sold Pan (min. 25 ga.) Smgl&Ca (up to W wide) 0521028 WINDCODE&9174; Vy8 Garage Dow No Yes No +38 PSFI.42 PSF 102 102 WB-16 PAN-2F1SS: 73, 75, W. 94, 42, 48, 428, 480. 4RST, 6RST, GOSS, GR5S, AR5S, ED5S Steel Pan (mar. 25 ga.) DoubleCar Mr to 167 g5212028 wkle) WINDCODEaa174; VV8 Garage Oow No Yea No +97 PSFl11 PSF (D ca"aas Florida Department of Business & Professional Regulation Page 2 of2 Florida Depastrtwnt of Business & Professional Regulation per 1 d I Florida Department of Business & Professional Regulation Pros 1 d1 Florida Department of Business & Professional Regulation Page I of O Building Codes and Standards 12 a= Building Codes and Standards 1=16 Building Codes and Standards IPWIa Building Codes and Standards I2p202o Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ■ FLE 434t2D Ply TVM Version Manufacturer Entity or Contact Enalneer & License Validated By Will g5te Date Pimana Validated bmlryal FSC APwnvA �(g Mwove i4(atus � MW Entity a g Enakner& Lieepso g■, to DOM Pending m lit( � $kM � mm dif� gal for few Enabpar&LYsm r ( t0 go j 20 J A Sa R Product Modal. Number w Name Quality Assurance Product Desertution Corft.t Expiration Date AODroved for Use Amaaved for Use impact g� in HVHZ Outside HVHZ Resistors pressure cu Revision 2017 FL41534&Rt2 MI Wmdowa and Doors Category:Wlndows 'Subcategory: Fixed Compliance Method: Certification Made a Listing Promlcrs• Brent S@Iinger American Architectural Steven M. Ulrich, PE (717)365-3300 Manufacturers Association (717)317-6454 bsitlingerQmiwd.com 061042019 06M4/2019 06/072019 Approved Revision 2017 POT MSUehlas Coasovy:Nodose Subeabgorp; Flood CompSnce MMMpd: CeNaMicrh Mad er Ltsbq Dean Runk MlamH)ede 11000-CER MtsmFDade, SCOD-VAL (941)48"101) (788) 315.2590 dnark@pgtindusblac,com i2MM17 12106 017 12I2W2017 Approval Revision 2017 POT lndasale8 Caftory: Wlndo" Subcategory; Singh Hung lagsM assed: Codification auk a Cee1W � on. Ruadc MtsmHOede BCCO-CER MIanHDodo SCCO-VAL Wl)48"100 (7861315-2500 droerkgpgtlnduetrbs.com 12PZ)Wl7 12I0M17 122B2017 Approved 1 HS 188 Finand Flan eFr ma 73.621nsulated Glass 02MG 0 4 o Yes o + /-55 :PLA2434UG Quality Assurance A¢provedfm Use A -roved for Use Impact Deslan Product, 9toW A not Anurwed ter Una Approved for Use bgmpt Realm OMOV Awuranete Aporoved for this Apt D" m Beall Product Malel. Numbergr Name Product Oesalmlon Conhad Emlratlon Ode )n.HVHZ Outside HVHZ Resistant Pressure .■.e In HVHZ I R! PllNla4 AMA ffiResistant 1 185 PW 73 x 72 Insulated Glass 04/03r2023 No Yes No +801-60 9 PVW,2p Map Myale impact) Vinyl Fixed Window 0413(k0M Yea Yas Yes WA 7 SH46W (Lags mawle immc0 Vinyl Skgls Hung Viadow 073=0 Yes Yes Yea WA Florida Department of Business & Professional Regulation Building Codes and Standards Pepe, d1 Vangle Florida Department of Business & Professional Regulation Building Codes and Standards Page i of2 1r/2� Florida Deparbnent of Business & Professional Regulation Building Codes and Standards d pa i aI arm,a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W ..' l7ll fLIRl53aa?+A Pro s±s"` . :" PLM14HI FLa137fbRa iH4e F.^1�a � Rah Pith Quallty Assumnca Ion Approved for Use Apwoved for Use Impact Design Date In HVHZ U -urn8 48■ Entity at R!h 12w Der9.i�n91m � � EpYhL9t Rah P!h 12■ B!h Ieee Version Revision 2017 ttaostt69Lluc Themla-Tar Corporation Cahsgary: FxWW Gages aubCdagmy: Staining Extsdor Door Assemblies ComplWgo MNMak Evaluation Report fawn a Florida Registered Architect or a Licensed Florida Proteaicnai Englnar, Contact Emh4er_&Limn!ydimdwBy Rick Wright Lyndon F. Schmklt P.E. Ryan J. KNg, P.E (410) 29&1740 PE-43409 (813) 7674i555 ddma®mbkgoomslanls. cum VlJI9� Submitted FBCA�l 10HB2M7 10f182017 10221m17 Apprayffi 12712r2017 ALb. Approved Yeldm Revision 2017 FLa7 all Products thmth491[er PGT kqusaW SubCab Mullions ullions Compllaga Mistook Codification Mad at Listing le11^g Contact EnebeeralJce ce IhO�l8C Davin Rue* MIMH)S sBOLO-CER aOamEDeda SCCO-VAL dma)doOpgMldusblea.can ( 315-2500 Yaimobd S 12005=7 1111SM17 FFJl�vol Agetmffi 1ZVM17 Approved Min Version RevWon 2017 Manufacture Jame Hardk&urdmg Products, W. Subateg PantydiW CompiMg l"'ing CamplWha Massed: Evaluation Report bona Florida Registered Archked or a Licensed Florida P 040 a al Engineer � EgahBx4Li�m4 vauddadav Pingenag Zhu RamMLOpagra John SoldharO, P.E ploga34g2927 PE-24121 (352)367-2526 pirgNreng.rllu®jarmshar db.cam Valida d 38bss� L9&A■mmod Approved � 08I2812017 08Ng2017 082g2017 1W10r2017 Approved «J O 2 5784 - vertical Numinurs Mullion 12/312020 No Yes Yes NJA PLO116411IM Product, $Mpj Prodgt Model Number w Nam Quaker ANamNcr, � Appratuall for III" � Pressure ti ProdgtMpW. Nrsdrrw Nang Q�..aav ems.. „� Prodat Oaecrtplton cowact Samuelson, Dam Approved far ties In X2N dmmd J Dula Prmarn 1 MWrau for All Doom and WMdoes Aluminum Muaona 062=1 Yes Yes Yes WA .SIa.S Quality Asommmoo Approved for Mae Acorand for if" d IBHVHZ m l� 1 s. &quotFberClp�8grd;, &qulkSmouMsbrBq�, 6&f39;8 ftatbmpedagcet Glazed Fbi glw 12r31r=l No Yes Yap WA 1 CanPior*Lap Srdirlg iba-anhatt kit eMmg 17f312020 Yea Yea WA WA WA aquokGwkcldWquct or aquoLCWskCrdt Single Dow-(X) lnwft or OutswNg.Configurelbn RaMgBquot C �i O L� DepartineM of Business &Professional Regulation Peq I a I Florida Department Of Business &Professional Regulation Peg., d 1 Florida Department Of Business & Professional Regulation Papa 1 d 1 Florida Departilxnt Of Business &Professional Regulation Page, a I VFlorida A 1 Building Codes and Standards 1155=8 Building Codes and Standards 1=18 Building Codes and Standards armle Building Codes and Standards 9512o1e V'^/ Product Approval Application Detail Product Approval Application Detan Product Approval Application Detail Product Approval Application Detail M� W Ft113192.R& ! d9d�$Z S99t malls Version Revision 2017 tlegutvasm Jana Howie Budding Products, Ino. category: Panel Waft aubCabpory: SWWG Compliance M Wwd: Evaluation Report from a Florida Registered Architect or a Licensed Florida ProfaebnN Ergimer Eel Contact EyedmmdBe Pbgshug Zhu Ronald 1. Ogawa John Soutlwrd, P.E. (ON 349,2027 PE-24121 (352) 367-2526 pMgehugdnuajameha dls.com IO J291 VaIdod FWA�u11 OB1262017 0SMI 017 0328rt017 Rot Amortevm 10n02017 ame Approved Ieo! VmBlm FAVWOn 2017 Nlmubcoi [ James Handle Building Products, Inc. 1�egaly: Panel With SubC&bgM: SWIg Compliance Method: Evaluation Report from a Florida Registered ArchlMct or a Licensed Florida Profwbnel Engineer Abe or Sdinta6 EnglMs4lArsme Valet Pi gshang Zhu Rapid L ogawa John Southard, P.E. (908) 349-2927 PE-24121 (354 367-2628 PlrgaMngxhuQ)aneoher dle.com lush Rw Date Peadlng go Valdand SuhmLLhd F1111CAmrsval Aan®tW lkft oe2fi=T 011fol 77 08282M7 1&102M7 Approved Code imp Version Revision ZD17 tl Alsde Coal Pearl Weep SuhCabpory: Sofas Compensate Method; Evaluation Report from a Florida RophWad Amh tted a a uosmed Florida ProfwbnN Engineer graw or ! Euahae-SLkanu vat d� Nick Thoppsm Lyndon F. Schmidt P.E. Ryan J. King, P.E. (330) M-2389 PE43409 (am 767-0 55 nMomiteonQalside.com !�pr 20 Yard Ssemad 1ORKW17 10/01W17 Doe Pending �, IBAs� Apmm� 101112017 12//22017 StEsm Approved RM �rla ymaion Revision 2017 m AbMs . Pam Wage SubCehsgmy: Soft Compliance Mao , : Evaluation Report from a Fbdde Registered Architect w a Licensed Florida Prolessbml Enpinar snow or Ctmbut Emrber3l� Vsdt4�mt Nick Thompson Lyndon F. SdxnMt, P.E. Ryan J. King, P.E. 813 -8655 mhompeor@alowe.com go � Io.�g 211 Validated S fficAL�t Agprmrd AMR 1 DA4m7 10/032017 10/112017 121121m17 Approved w Q z "31924t5 Products Approved 1rsQipr � Apg[�Y.(prlks larger! IMalaa Qusav Asaunneo A■Sls Ao�lgdh! 1 Iheim Z ANA AaprmrlY.l9LIrs! LI.tQgdi Rem )� P.t� €rat Pro"Modol. Number or Wme LAbllrsn9f Contrast Elmhmd mDad AmrmnC.� lid r� dmMp KVHz dig Pressure in-# PnbletModN.rNmb wMenm Product 0eaddbn Co"kmEmlraem Dom t917prmC■.tglMS In Outside NYM2 Ple@Wn 8-0 PNduolModN.Nmn9w or Nemo product Detedotlont Contract EtmYatlm Dab In HVHZ R go pressure Q 2 Hmd ePlenk Lap SMig IMr-artlsM lop siding 1231MM Yes Ya WA WA 2 HaNbPMnk Lop Skup Sbu<amem lop siding 127J1202o Yes Yes WA WA 1 a. &quotZlIftlot Soffit Vent w Solid Vk* Seat 1231=0 No Yes No WA 2 b. &quotApanm T48quot So1M Vent o Solid VW 8oM 1N31r2O2o No Yes, No WA J 11 SHEET NO. PA 1.1 W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3of3 u2a2ozo Florida. Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget a1 InO2020 Florida Dt9paftment 1)f Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pane 1 a, 11arm1a Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page t di lK la ((� V Q! 0 .� ^ 2 CL WD c• o O W � � '�� W U ca V /S'S ^' `V L� L i� o LL � �% 0-4 O T� \V -� V W �r� — c OCU U) (35 ��11♦♦ W ICU 0 CL C a Entity or bade �g Date PenNna •(-9e _ Type Veraloh Manufacturer Contact Ermineer& Llosnse Validated Byyagd_ Approved Status ed Submitted FBC AOBroyal � Revision 2017 GAF Michael Slab Robert Nleminen John W. Knezevldh, PE12/11/2019 12/112019 12AM019 ding FBC Appn Roofing (800)766-1411 PE-59166 (954)772-6224 SubCatance :ethod:t Shingles mslieh@OeP.com Method: Evaluation a Repoli from a FRegistered FloridaI nda Registered Architect ors Licensed Florida Professional Engineer .,.., , ;:;, .... ,... ^« _. . , _ _. „. _,.. .... ,., ..,.. , ..,.;• -.,,. , . ,.v.. Quality Assurance Approved for Use Anxxoved for Use impact Dtvilgil Sea 0 Product Model. Number or Nam Product Oesedotlpn Contract Expiration. Date In HVHZ Outside HVHZ Resident Pressure5eoit 1 GAF Asphalt Roof Shingles - Fiberglass reinforced: 3-tab laminated.. 5-tab and 12/162022 No Yes N/A N/A hipmdgeasphaitshin9les CodeEntityFLri891B.R2 Emir �L ¢$fr Data Dec Appr ma ,fie � Version Manufacturer Enelnear$License Validated By Validated s FBC Approvat reed St CaMact Val d + a B2R� � R u 1 KP ducts,, c KertrEden Zachary Prest Lake00-18nP.E. 10f192097 10ro52017 10202017 12/12/mi7 ApprwaH Revision 20 7 TAMKO Building ro In .. Orr!ategory: Category: Roofing (477) 924-6644 PE-74021 (334) 300-1800 Subcategory: Underlsymenta keM_eden@tomko.com ComplbnoeMethod: Evaluation Report from a. - Florida Registered Architect or a Licensed Florida Professional Engineer ...-. ..... _. , .. _, ... ..... £#F232aiteiirpdurss ,. , .. .. .. ...: .,., -,-,-„-�.,.,,,..- .:, „�=t� c s . ,. .,:.., , - ,., :;: , <,,",r. •;' . . <,, , ,.r .,'rr ... .r; ;:: ;, ..-,.. _,,,.,rv: v �,,.. „ .rx fanatav Assurance Approved for Use AtiorovedfartIso IBlead Nano )Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Duldde HVHZ Resistant pressure FLa1691f-R2 220 Entity or Daft 20 ow Pa"dhm Real V SYYst Yfliim lYou�mL 49atarit Validated av Y 3ilbmlffea F�1amxN a9 $later Tony Zachary Poland Looks 101102017 1011N2017 10/172017 12I12/2017 Approved Revlsiah 2017 Met Thompson, (TAMCO) Mete4 Company (rAMCOj (813) T48.305H PE-74021 (334) 300.1800 hbgmY: Roofing tmy@ganebtao8ng.am 8uhCWgory: Roofing Accessories that are an Integral Pat of the Roo8n9 System Method: Evaluation Report them e CampliMnae Repo F Registered Architect ors Licensed FbNda Profaebnol Engirae PLi7es184� Praduat EBglsled for ties Apwovodor Usto leaned Dui■ am Pfo&mtMedaLNumbwwteams - In Him Pr 1 TAMCO Flat Top Off -Ridge Vent with Sift for Tlie 26 ga. ela8o roof vent9Marwith bd6e 09/09*1XIS Yea Yea MIA WA 22a E� w 1■! DlI: la!■.�ffi SY118 Yanl9a tlea9te�lu[ .Cs�Ot EoakgL4.L� VaNd.eW By YIIWs� Ba9mWW FAS'i.9aPrmr� .�.YYa Revision 201T I.M..VThompson,Inc.MCThompanArdhthrmrrel Tony Zachary Plot (334) OD-16 101102017 f0/iW2017 10I772017 /2r1i2017 Approved teensy n (TAMCO) Comps y (T ) (813) 24 nnotal PE-74021 (334) 300.780D tenY�9onwtahooelg•ccln Y: Pro: Roofing aubCafagory:.R,006ng Aeraswrbe that arean Integral Pad of the Roofing System Compliance Malhal: Evaluation Report from a Florida Architect or a Ucehaad Florida professional Engineer � 9telhLAssurance, Appeared fortis, ami Product Model. Nnantwr erNemo 4�d!■11rs. 2 TAMCO Gooseneck Vent 28ga. 0910920416 No Yes WA-01.62.6 6 Me, 15 UL Asphaltsaturated oranic felt 10/182021 'Ye Yes N/A N/A Florida Department of Business & Professional Regulation Page I NI Florida Departrnarlt of Business & Professional Regulation eg Building Codes and Standards Fees +dl 11=10 Florida Department Of Business & Professional Regulation eg Building Codes and Standards � 1 d+ lrole Florida Department of Business &Professional Regulation Building Codes am! Standards pop d+ 1=18 Building Codes and Standards Product Approval Application Detail +m2p}9 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code Entity or iData date Data Pending Data t "aim FUQUUAI Lrsa Revision 9291 Modern MaDLGimw 2017 L.V. Thompearl, Ina con Thompson Architecture] Metals Company (TAMCO) Category: Roofing ErWd w S E 3lkems Validated BL Tony Christman Zachary R. Priest Loos Barden (813) 2463480 PE-74021 (334) S0 I WO tany@gometahooMg.com Cep Mil HIS 101102017 10110=17 Daft Pill 10I172017 Dab Approved 12122017 Ron Approved DM RWIWDn CS$e version Morefia■IrsL 2D17 L.V, Thmpaon, bon dba Thompson Architectural Metals Company (TAMOO) Category: RaOAng Ent& or cmtrd Vegetated ev To" Christman Zee" R. Print Locke Sawden (813) 2483458 PE-74021 (334) 300.1900 bnYQgornebtra8rg.com 2da OM Oella PMdlm Middlefield Submkbd tBCAoamel 101702017 10/102017 10/172017 Code Averoved 12r1202017 amn Approved Qft MO! vemlaB Revision 2017 M—f-&— Flurds Meal Produces ins Category: Rooft Subcategory:RooRoofing that are an Entity or Vdidiffied By Clark Jones James L Budder, RE.@ Michael John Rama, (904) 787.8400 CBUCK Engineering P.E. dak®f4mco.amn PE31242 (581) 4147557 10 Pik Deb Position VWkkftdtf FWAsproval 10252017 10105)2017 1027/2017 IO Approved 12/122D17 strAm Approved TV- Version ReMsion 2017 Manufacturer Lomanco; Inc Category: Roofing Subcategory: Roofing Aceessarre5 that are an integral Part of the Roofing System Compliance Method: Evalumla Report from a Contact . Endnee&License Validated By Andrew Carter James L. Buckhei, P.C. $ievert M. Unch, PE (501)982-6511 PE-31242 (717)317-8454 acader@lomanco,.eom Validated Submitted FSC'Approyal Approved Status 0402018 1VI V2017 04/152018 08/1212018 Approved Subcategory: Recline Accessories that are an kris" Pan of the Rooft System Compllaua Method: Evaluation Report from a Florida Registered Architect era Licensed Fiords Probsebnet Engineer 8ubCebpary: Roofing Aaesewlesthat are an Integral Part of the Roofing System Compganes MVJW: Evskedonrbportfrom a Florida Regbtend Nohled or a Licensed Florida Professional Engineer F ]rra9rel Part of the Roofing System compWneseathod: Evaluation Report from a Floridadda Registered Ardnited a a Licensed Fiorioa Probesbnd Engineerw Flodda Registered Architect ar a Licensed Flodtla Professional Engineer �.. .: ,_ ,.,�� .-, ,,, >... _.,, .».... s t , . ,�,., ,, a• '' ,,, - - = Quality Assurance Approved for Use Approved for Use ,Impact 4 Clestan, .�. F. t 3 F Product Nadal. NunWror Nam9UMW TAMCO 0111-Ridge Roof Vent with BaMe - - AssistanceAporovad Product Dftcdoffm Contract Eudirsdon, Gets, 26 ga. da8amd ven fidor with Integrated balls 0WO 2026 - for Use Approved ip,FAW Yes for Um QWINLHM Yes - lg!ee91 Rise WA - Damon Proom WA 11*101 4 " - Product MOM, Numbw s fame TAMOO Round Top WNtidgs Vartwlh Belle It. TVs - GLaWAmmam Product posadatke cordoned Expiration Dets 26 go. ebtfe roof "Mblat r with baffle O910g2028 Appointed for N riao ANawdfor Ilse In WAR o>■!9e HvHzs Ya Yss Im■et Resb+Na WA - Design Pressure WA AMli 3 - PromceMedelmn .Mh.raxenxt 3-FLAM00&QuotRV lO Ridge Vem8ou0t, . a agtvAss naece, Aluminum Ridge Vans for pitched mob fabricated 121`312020 from 0.02WAluminum Aiminswid for Alefifilandiartlim fnlA7f& egg No Yea irslect No Dow- t WA ,See& 1 Product Model. Number. or Name Deok-Air•" DA-4 Product Description Contract Expiration Low Profile, Poypropyiene Plastic, Rod Vent 07/102021 Mechanically Attached to Plywood Deck. Date In HVHZ Outside HVHZ Resistant Pressure No Yes No +97,51-97.5 Florida Department of Business & Professional Regulation Building Codes and Standards Pagel of 2 120/2020 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 1202020 Florida Department of Business & Professional Regulation Building Cases and Standards Page I or I 12012020 Florida Department of Business & Professional Regulation Building Codes and Standards 1 srmla Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail. _ Product Approval Application Detail Code - - i or gig Rdn Date Pending Data ],y}yi Version Manufacture Contact Erldmer&License Validated By Validated Submitted F8C Approval Approved 31atus i - R2vlsion 2017 Boral Roofing Anderson Robin IAPMO Umfom Evaluation Gery W, Walker 10/182017 10N62017 102112017 .roved APP Category: Raoflrtg (e01) 380{091 Services I.I.C. (205).854-0160 eubCabgory: Roane Tiles RainMeersan@borai;co Compliance Method: Eveluatlon Report hom a m Product Product Evaluation Entity •-k'rii7948:J411.pioddpla <,.-,.._, c.. ..., � _ Ity Assuaanca Approved far Use Aogmved for Use impact. dasian Sep t1 Product Model. Number or Name Product. Description Contract Expiration Date In HVHZ outside XYIIZ Resistant Pressure Coe - Entity or two Date Date Pend"m Dole 7jhge Ve�lon Manufacturer Cor�tact Engineer&.License Validated By Validated Submitted PBCApproval raved Satue .. - - Revision 2017 Global Protection Products, LLC: Tim Robinson Weser A. TAlit Jr., P:E. John W. Krrezemch PE g91062 17 087312017 091112P17 12/122017 Approved P Pp Category: Shutters (854) 689.7545 PE-44197 (954) 772-6224 5uhCategpry: Siam Panels tim rob'nsan@gppent:com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional En near _.. _.. .,.Y ... „-:,.•.- Quality Assurance. Approved for Use Approved for Use Impact Delta, send Product Model, Numer or Name Product DeserioNon Contract Expiration Date In HVHZ outside HVH2 Resist tall. pressure 1 20 Gage Galvanized Steel Storm PanelsMVHZ Corrugated Galvanized Steel Stdm Panels retained 12f392020 Yes Yes Yes NIA a not by tracks to provide hurricane protection. C Entity or ,Vote Data Date Pending 04% TSS! Version Manufacturer Contact Enoinaar&Licata Validated By Validated Submitted FBCApDroyal Approved Status Ravision 2017 All "dean Shu rs and Glen ' Ba ere r tie ss Make ml Frank L. Bernard., P:E Tr Bush RE. 10/18/2018 10/18/2018 10232018 12/112 18 roved � � - °Y Bishop. 0 APP Category: shutters (581) 792-9682 PE-OD48549 (954) 947-08&0 Subcategory: Storm Panels mike allameneanshutte � Compliance Method: Evaluation Report from a. Is— hit eg Florida Registered Architect ors Licensed Florida Prd ssnon Engineer e W All '. ..... ,._:;, •:. _ ^'.' ;.. *_�.`.>„ .,, .. •. ,,,,. _ _, ,._>., .. Quality Assurance Approved for Use Approved for Use Impact pose®, Se # Product Model. NumberorName Product Description Contract Expiration Date In HVHZ outside �- �� $Q@i$-3d4t Pressum 1 ?4ga Galvanized Steel Strom Panels 24ga.Gelvamzed Steel Stain Panels 12I992020 Yes Yes Ye" N/A s I � Entity or RestDab pmxgnu � � REAL prat version Mom contact Engineer &License Validated 9, Validated Aeons FSQ Approval Approvocl $ls4e - Revlswrn 2017 Cat gory: tComponents Ginn la. Stuart pawls ICC Evahtetlon Service, LLC VaOWn N. Ranieri, PE OBf192017 O9/072017 Oa21207T Approved Category: Structural Comppaides ems (847) 918$473 (407) 881-1917 1ubCabgory: TNa platen dewdeAQe4lnelw.can Evaluation Report from 6 roiled Evaluation Ely P En FMOODiM Produces ABA A '.{b! Impose, Design Rba Product Model. .Number orNam, in HVHZ O��HVHZ R Psgtlurs 1 . RW S=A4ule Higher Slrorgth 01&cusp; S) Motet Connector Plata 12131=2 Yes Yes WA N/A 16 axons a Polls eo,. o es 17 Saxony900 - Country Stete,Hartforo Slate, Shake; Slate, Flat Rrofile-Slakta, CA 12/312d20' No Yes N/A NlA. Split Old English Thatch 18 SaXony900- Country Slate, Shake &amp; Slate Flat. Profile Henderson, NV 121312020 No Yes N/A WA - 19 Saxony 900-Country State, Shake, Stets&amp; Split Flat Profile Lake Wales, FL 12/312020 No Yes N/A WA Shake 20 Saxon y III-Shake&amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes- N/A WA a e um o e- enver 121111202'o es 2/31202. 26 VIIia 900 Medium Profile - Lake Wales, FL 1.No Yes N/A N/A Florida Departrnent of Business & Professional Regulation Building Codes and Standards pop I of I 1/501e Florida Department of Business & Professional Regulation Building Codes and Standards Page I Of I I1572018 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 115=1e Florida Department of Business & PRifassional Regulation Building Codes and Standards Pegs 1 obi 115rmfe 0 Product Approval Application Detail Product Approval Application Debit Product Approval Application Detail Product Approval Application Detail ■ FLMNUM 99a, Enter or 20 go Deft Foresee Do VKW- Lin It Validated & EmbweELnesmo ted By Validated AeApprovedawn FLN99111M DIiA! seeks 29t am Dow Pad 20 version contact Validated By Submitted arse diatlgtteSubmitted ABC A■a7ral n Fl17e994tt Dso €rANy car 21k no Dab Psalm bw VerslgB r mlmeaL4ama VdIddld By D� l.Md§CU Contest E VaIN1�0 3ik»dktl E@CAegtsyal Aglat>aNa Htku F1/21974i8 CodeEntlbor guts mn Om wamm IxJe Vaal■ tMBgfaBUFi Cancun Validatedl Vaud 4lamP@GAanrsral Aga[mled Revision 2017 rrw Building Components Group te. Calsgory: Shalursl Components aubGbgory: Ttues Plata compliance Methal: EvaWaEon Report Roma Product Evauaton Entity Stuart Lewis ICC Evaluation Sevbn, LLC Mason M. Ramat, PE (847) 918-B473 (407) 8814917 sbe4e®aginalw.com 00119=17 09/07=17 09)21/2017 Approved Revision 2017 I7W Building Components Croup hie, Deaver: Structural Compmarts Subcategory: Them Plates Coin ptlana Melhod:Ewkratian Report Product Evaluation Entity $Wad Lewis ICI: Evaluation SsMtm, LLC Yuehm M. Ranted, PE (947) 918.6473 pgyg,,.� (407) 681-1917 OOMO2017 09/072011 0924017 Approved Revision 2017 RW au0dkg compenorrb Group Inc. Cltlgfory: Structural Components BubCsbpmy: Tnsa Plates ComObrwe M, 0 , : Evaluation Report from a Product Evaluation Er ft Stuart Lewis ICC Evaluation Service, LLC Wabfn M. Planed, PE (847) 918.8473 (407) 881.1917 sbwoeabbelw.am 091192D17 09/072017 09212017 Approved Revhial 2017 MiTak industrial, Inc. t:abpay:6WTrusts Palms durelComponents CcmWbnee Metlwd: Evelutbn Repmfiom a Product eon Entity Davie Wert ICC Evaluation Service, LLC ICC Evaluation Series, (314)851-7480 LLC. ii (2�) 599-9800 10/19=17 1011OW17 10/2Y12017 Approved ■ B� FL1199g4t! Products F112197-Ron Product ALJ! Product MOM, Needier m Mom Quality Aftu%rk* Product Dowed Contract Expiration Data AooroyedforUse Approved In.KVHZ for Use Qedolkle, HVHZ Impact Resistant Design $INu* $■.E Aoorwedforlas Approvedilorlhot In HYM 2wwblm lie" Resistant Design Pressure 229.9 Produce Model -Numbers Now Quality Product ow"itam ApprovedforUm Pop^ovoillbr Ws 1n thin Cgba� bmw R Design PLyeyQ 3-0 Product Mode. Numbers Nam QuaILVApuram Pmlketowddim AmrovaltorUos Approved for Low le" Design In HVHZ Outside Rmdlkd Pressure 2 RW SCG/Alphs Hkee Plat Metal Connector Pit 121312022 Ya Yes WA WA 3 nW BCG/Apine Trelox Metal Connector Pots 12/312022 Yes Yes N/A WA 4 ITW BCO/Alpbs Wow Mew Contracts Plate 121312022 Yes Yes WA WA i M7e3HS 18 go, super high strength hose connector plats 011012023 Ya Yes WA WA CINft < Cn -tf Florida Department of Buss & Professional Regulation Building Codes and Standards Paps f d I +rorm,a Florida Department of Business & Professional Regulation Building Codes and Standards Pago 1 of+ 1162018 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 an +/smote Florida Department of Business & Professional Regulation Building Codes and Standards Prove / d 1 115,201e 0 fJ /��D Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W � PLLAM9i4ta La d l YorsII Eam l8 E PmYIuilk�4yalMabd By J �! D! )atltletk 6�A■r�l D� FL2974t8 S9gs f l under 2 li DlS D■ 20 4k F19T4MD9$ , gt E Engineer IL .k om$ D!k Vista Passage )wtslu FLm97.Rc in enuw enterS Contact asdebdBy iQ■ Dab Psalm Validate SuhmlCee Pll Aporaval Agostinelli awn v ) RoWei on 2017 MRek Industries, Inc Category! Structural Component SubCatgay: Tina Plata Compliance Method: Evaluation Report train a Produce Raludken Emily David Wed kx EvaWatbn Service, LLc ICC Evaluation Servioe, (314) 851-7480 LLC. dwert®Imti.am (206) 599-9800 1Oil 9/2017 10/12=17 10122=7 Approved Ibvbion 2017 Wrok Industries, bon Category: Structural Components BubCabgary: Tr om Plata ColnMbms M.tl,od: Ewluetlon Report from a Product Evaluation Entity David Wert If:C Evaluation aervko, LLC ICC Evaluation SerAm, (314) 851-7480 LLC. dwed®mff.am (2a) 599.9800 1092017 10MR11017 10222017 Approved Revision 2017 Mrrek Industries, Inc. : Structural Components Tina Phdes Compliance CAMrplbnp Mstlrod: Evaluation Rsporttrom a Product Evaluation Entity, David Not ICC Evaluation Service, LLC ICC Evaluation Service, dwer 851-7480 LLC. dwsrhii;mii.com (205) 89943800 10/19=17 10119=17 10/22/2077 Approved Raldon 2017 MITek Industries, Inc. Category: : Thesl Pike. mo Tress Pbtas Coehpewulw IA.tlhed: Evaluation Report from a Compliance Product Evaluation Entity David Wert ICC Evaluation Service, LLC [Cc Evaluation Servi a, done) ilinn 80 LLC. dwert®mli.txsn (205) 599.9800 10119=17 IGMWN17 10=2017 Approved `v FL121g7-M,Pmduet FL112197-tttTFreduct FL U197asa Product PL91974ie Product, O $gobs 2 Mill 18 contract Expiration Dab 18 ga. tree anhedon pits 01/01/tOZ3 In Yes OttNe HVHZ Yea basis l WA onion PI9aWf9 WA au 3 Pnmyo*l.mwdwrorlarm MT16H3 Quarter Antennas centred EmlMlon Date 18 ore. high strength truss connector Plat 011012D7d ADWW dforties Approved for Lis )tLtilRlE Yes Yes tmaea NIA Onion WA $NO 4 Pro"MedeLNumhersNam MT20 Quality AsmraAhes Product DaeddWn 20 ga. trust annedor pit Dim12028 Approved In, Use Approved for Use lB.YesR Oubida tLVtIZ Yes Ya 1DMesi WA ! P WA ! b 5 MT20HS slat. NumbesNarra MT20H8 Prdu&h Oesedoam CanNad Eric= 20 ga. high atronglh truas connector plat 01N12023 now Aparsalforlto Approved sorlbo Lme� Pressure Date Ia.Yes1T. a J PLaeVrs Yes Yale WA WA Sasroh Cdbde O L 0— V M Florida Department of Business & Professional Regulation Paga2af2 Building Codes and Standards f202020 Product Approval Application Detail Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 1=020 Product Approval Application Detail Florida Department of Business & Professional Regulation pegs 1 d 1 Building Codes and Standards ISrmle Product Approval Application Detail 'rI k Flsin4.rN Typo Editorial Change Version Manufacturer Version 2077 Weyerhaeuser Category: Structural Components Subcategory: Engineered, Lumber Compel Method: Evaluation Report from a Product EvaWce enon Entity Entity of Contact Endnesr&License Yallddatl By Rob Baldwin ICC Evaluation Service, LLC ten Lehrer, P.C. (253) 924-6476 (608) 839-.3268 Rollert.BaldWin@Weyerhfl euser.com at �e Validated submitted 04/D12619 03222019 pale Pending FBC Approval Dyed 04/0812019 status Apprwetl rcm flee Revision 2017 trroitt Camhedel Concrete Produdo,Ina Cstsgory: Structural Components aubCabgory: Products Introduced es e Resin of New Compliance Method: Evaluation Report from a - L vagdeled By Robed Gals THUY H. HUYNH John Hoy (813)859.3707 PE-MI22 (362) 588-5311 Pre .d:om tt!$ Det4 Yale 3iJ PB&A 10/14rmi7 1SN32017 10282D17 R A�tffi 12H2=17 $WLe Approved eW G Q Quality Assurance Approved far Use Approved fa Use Impact paslm 3a # ProduCLMoifei. Number or Nama Product Description contract Expiration Data. to HVHZ Outsld§ XVHZ ResistantPressure-Lint 1 High Strength Concrete Lintels 4, 6, 8, and 121nch�uide lintels 0521/2022 Yes Yes NIA N/A � 4u Bs27xRiil Prdd'ucfs = , , r Florid R89WMTechnology RpbterodMMRedM➢Llebnad Fkdtla Profession] Engineer - Z Quality Assurance A,lgraved furls, Awroyodfor Use ImpactBoston Sang Product Model. Number or Name Product Description Contract Expiration Date in Ky l& Outside HVHZ Resistant Pressure F1317744R6 Produ°t z 1 2 Microllam LVL Pwallam PSL Laminated Veneer Lumber 03v312021 Parallel Strand Lumber 03/312021 No No Yes Yes N/A N/A N/,9 N/A asalt Product Model, Number or Nmw In my ■sees 12ookon Pressure 3 4 Timbarstmne LSL TJ Rim' Board Laminated Strand Lumber 0313112021 Structural Composite Lumber Oriented Strand 03/312021 board Rim Board No No Yes Yes N/A N/A N/A N/A 1 Quality Posted or Commercial Concrete products Precast. and Prestresow Comemo, Limet OSF2&2024 NO Ya WA WA J a 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes N/A. N/A SHEET PA let. NO. �' „t