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HomeMy WebLinkAbout3108 Nubbin Ridge LnABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or RIA or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S,P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KANall 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 (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Ar. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al -REVISED BANDS BACK TO ORIGINAL DESIGN �08-27-19 3.2 ENG. REVIEW FOR 150-C MPH 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA ALL WORK SHALL COMPLY WITH PRI AILING CODES FLORIDA SUiLDIN i BODE, NATIONAL,. AND THE OITY OF ZEPHYHHILLS ORDINANCES PLAN EENNAR am 1551 INDEX OF DRAWINGS I 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 S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT, HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. fl N✓r��� . • s ;C,°% J cis C. F3 iW��94dt�� 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. FE Q ON'k CID r_co N tp ccpp �• 4k O O O 2. ai :3 J 2. J W W � LL M Uj M W tq C Z 13 � (1) o 0 X = O W 0 _ caO1N``O m ¢�a0 IL ._0 N MZ p cn N Q M Z . .O gx U J 2 Z 0U ❑❑❑❑ W z N o 0 0 z z M d N N M "Z2 ° v00 n U a Ow N �N rw E 1- 0 o Rige 1— U n i.0 m 0 8 yip II Of U Y `` a 0 ®o m o CD w CM M h ¢ o Z < ce E =o o � >o < s CU U go X U o¢ ?p o� O L <o QO dz � . � in C: _ o U N tD� o of Z Z m Q � �w o� Zo go a U >� M Z. a 3 E2CO >M L a) W cc ■= cc N �•� —t 0 Q � o7 /11 m r 1"' N C =3 z N r Ln oo LSD o N T iti � CD r r M o E E CV Z Z E O E .• % a v 0 ¢ o JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. C S A H.B S3 O T ) TYP @ 1 STORY 25-SH AC PAD I0 0- �� P (FIBERGLASS iv o URROUND 0 IBERGLAS 15' 0 " a iri URROUN 3 -0„ 10,4„ 10'-5" o0 irr o _ A O 2 6� rr 60"x36" LO - r^ TILE rM ( OWNER'S SHOWER 'ro L . N Q T Ro - N r SUITE rN LIN N I - BEDROOM 2 I BEDROOM 3 8'-0"CLG. 165D DEEP ( 8'-0"CLG. CARPET `' f o 8'-0" CLG. 1 CARPET g- LO I 8'-0" CARPET 2r�rr 4'-2" 3r 8'-0a" ��`Ssr I Ca W. I, C, 2668 I 2668 1 (3) 2x4 #2 SPF S3 A S3 w/ DTT2Z 00 � AHU 8'-0" CLG. j 4068 B.F. O 4068 B.F. TYP @ 1 STORY TYP @ 1 STORY CV CARPET I - - - - J - - - - - - - - - - - z =o z 166 47 - - - - - - - - - - - - R&S � - - - - - - - - - - - - - - - - - 5'-8° o 10" 4'-0"I R&S N R&S LO '--_}_-_-_-_-_ 20 8 11 R&S H AT T-4' I I G I i � I S3 I (3) 2x4 #2 SPF F O E R C I I TILE 1 `-' 1 w/ DTT2Z I rr 9'-6" CLG. I I O = N 16'-52' 8'-3" 6'-1041 -0" - - o 3068 I I Err 00 I CAFE K S3 o E O 0 CD VAULT. CLG I ----- _ - o = 0 o - m C_ -} r - - - - i�� I BUILDER TO PROVIDE - Ln CARPET I II - PATIO I II� ° W I h I � APPLIANCE G.T. j 1 N PROTECTION WHEN F - - - - - - - - S3 D i -- O REQUIRED PER FBC I I I S3 I I I ENTRY 20"x20" SQ. PILASTER W/ (4) 0 ih 4 _p I o I I �p o O 2'-6" _ _ iv O N 1 1 I 1 #5 VERTICALS. 2:12 SLOPE CEILING I 1 I _ N I 1 1 8'-0" CLG. GROUT SOLID. (SEE ELEV. FOR Y j j f Z- I D o0 a I I I #2 YP WD POST I 147 yC I I 1 1 TO SIT DIRECTLY I I m K j j I 1 / I I I I I I IN CENTER W/ SIMPSON ABU44 - T LE LO _ I 2,16" S3 1/ J 20'-04" (TYP OF TWO) Zr 2,r c� 0 I O I I I AN RY w �u1 C, EDGE OF SLAB 2" 1 0 BEYOND WALL I Lu I I I I O o _ 1 - -- -------ro -1-1 I I I o / OPT. "' o X I I u 1 1 00 Oan / r N cS --�E'-4 `~ 5-SH 16" DRYER VENT THRU WALL I O I I I I /// DEEP X M 2 CAR GARAGE FAMILY R M R&s _ - - s'-o" CLG. I ' _ 4r_gr' o L.NM/ // 15'-OZ' VAULT CLG. 20'-04" I 175 CARPET H NS NB X I Lu N CO i" m I I I I I TYP K @ GARAG E 1 r n / a- .� O cnz I I I S4 OPENING / N J - N v L----------- 286 2868 - /// I TI E I 1 N A S3 TYP @ 1 STORY r_2" 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 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRE STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 1812 X 25 7 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 a 18 } X 50 S.H. 15 20X63 18JX624 S.H. 16 20X72 18jX714 S.H. 111­12 271/4X26 26X25 S.H. 1 H3 27 1/4 X 38 s 26 x 37 S.H. 1H4 27aX501 26x50 S.H. 11-15 27JX63 26X62112 S.H. 11-16 27yX72 26X711/2 S.H. 22 37 j X 26 36 1 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37 a X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE' 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 z X 62 z S.H. 36 54 X 72 52 2'X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. 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. Chapter45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr, per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 C�D +28.3 / -36.4 +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIillll - -� 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 1113111 (TRB) 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - ELEV-Bl EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4"=1 r-Orr (GARAGE / LIVING) --• '� '1JaS�J:wa Q e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Em 0 W F 00 8 0O 98 1 N� tDLL aD V O r- C M N N* N # rn N LL ODLL O N ..�. -Np •��� JLL� LU a W n- Q N M mLL W a s W Z 0 -.WM O a o W O O t, C CV �p m m _J 0 on z LL W E J 0 n• N Q M z U 0 J W v ❑❑❑❑ M Vco z�o o z J M N U) m Ca z o CU �N (D .O Cn LU 0 Oa 4 rrr N o ZD � r- _o U m LLr m r- m E O = U o 05 ¢ u 0 � m em o w M M z 2 S < z N E Q 0 E vOi =o o O wz � }o < N z0 V F gU X U o< OQ � O E CD T a z 40 <o a z CO 0 Y U mg o U Z z Cn N J yg �� 'aw �m �2 y tiw Zo f_ O�Q a NF U W 0 �0 r� O� oLL w QY =� !YO 0FF a ° 0M J co L � > . I'h n/ c Q0 O QC 0 a� (� T CN C:) 6i LO z r 2 I-., o N r c r r C� E M 3 N N Z z E O c E a c a U _j Q p JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 1 0 C7 r.................. LLE11 I:o-il I i KITCHEN ISLAND U) W MEDICINE CABINET l 0 M 0 CV 0 M L\1 Lj 13D/ 1 HOOD Lj L 0 M 0 <V 0 M Ll 11 D RANGE KITCHEN VARIES, 2" LESS THAN CABINETS BELOW 1 14 T MIRROR 24" TOWEL BAR ON WALL ABOVE TOILET 00 i TOILET PAPER HOLDER oz oz ICE O > N > p M`N MM CV - - .FIN. FLR. KITCHEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL F' SHWR. a �_ VALVES - W o 00 = 1 C 1 SOAP r - � C'3 00 0 DISH U LO _1 O O CD 1 I 0 -1 1 co M 0 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY MIRROR 6 I 0 W O t � n I o M 0 OWNER'S BATHROOM 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 o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP r1 30 H BASE 0 00 U_ `n (D O 2x U? O0 FRAMING ' 1 1 1 /2" GYP C? BOARD — r FIN. FLR. 2x P.T. SHELVING CABINETS - V-2" r0 O O 1 r r 170 1 CV - CV 04 FIN. FLR.- ILE PLATE) ISLAND COUNTER 0 1 0 00 0 o0 CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 ul _ Ca z F.� s ➢� r- f ^ (q) neY+ 11.R�\�� i%p�, �etlt r`y Fps 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 Bth Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a _�E 00 20 CIDV 4 O O O m N 'D f2 N ik U7 LL A ® y .�.. `' p, � LJL J W W LL U- d 0_ 13 Lu --a� °Z � �' �� 2oa� o Z U IN NQM Z U5 C) U❑❑❑❑Y V M z N O � o Z � z v d _1 M � N tit M (0 z LL Ui Y w �- O- � U O U) /{U0� w t, � E � to t�OG RigwLU M f— m E _! 0 o < o C W Z M CO w Z 6 Qa w� z >� ZR _® oa cca 'o N o0 ao �o Ez wz L a, r4 � C: C Q =Y U m p O' Z' z J Cf)m �d Q W zw Hills N o< 5� a } o J W w¢ 'r >° �t 10¢ a OU3 2M 0 = M J L 4i cD I� .> c ca N Q C J a� O 0 co C4 r O .� N 00 r LO r 2 1� oZ N r ui r r M o E N z z E C) CIO 0 U J Q 0 J JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 2 F5 12 —_ -- 5� 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER 12 MANUF. SPECIFICATIONS HEEL --- T.O.M. 1'-0. - - - - - - - -- - - - ---------------F-4-------- - �N -----� -- - - HDRHGT —_—_-- --- 1" x 9" SMOOTH —_--_ ----------------------- I ----- I 5 — ---- --- TEXTURED HEAD /BAND � [71' El 0 0 i TEXTURED 1 El ����0�� I I CEMENTITIOUS FINISH ON C.M.U. a I E������� i i OOTH TEXTURED I I SILL/B ND SILL /BAND — — — — — — — — --- ������--- -- ----------------- — ------ --------F.FL. 4' RIDGE VENT 12 5� FRONT ELEVATION - B1_ 18' RIDGE VENT o0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. TEXTURED —� TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FIN. ON C.M.U. (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND ---------- ----------------------------------------------�—_--------------------- ——-- --------- --- ----------- - F.FL. LEFT ELEVATION - B1 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 / SQ, FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ;�,��o9$iil€JJOJgI�B�� 04`4N a % <� X � � / ' o r M iy O F E S St O\ \`\N i ljilEitil To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F. 000 co a O U 0 N (O �p C',J O C)� 0 J ® H LL (L a- U_ a a U) U UI cNh Q > ?{� W vi K a aw X Y CW Z a m 0 of Y o O .13 im 5 0 r c m co ❑ m C) v 9 N O NQMZ IMLILW 4 0 L_ aZ Z U U F- J ❑❑❑❑ W M p� z N O 00 QQN z p Q (D Q� J M d o � m W _ I--' cn x LU 0 Q .0 w E o t-- U m 0 w � r— m E O $ m i 1 = C) o C M o ° ®® r� o C w z M M Z Z o Z ty E zo >9 z QN Q. E u w0 z z® ❑a O F-- (Q E U � a d o R' K Z o L Z <o O ¢� J O C i o m o O zr Z Cn (n �m Fwz >z o 02 OLL� a m W a Z �t0 YIo d Z5 a o M co J L o> E2 n 1 W m CD .= c Cfl co o T CV o Ln 00 00 L r I� o N r T T c M E CV Z z ' O m ca a a U � Q p c J JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---- r 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 18' RIDGE VENT 12 5� 16-7" EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5� 4- 12 _____J5 6-0" V i ---------- T.O.M. HDRI -----------------------------------I- F.FL. REAR ELEVATION - B1 4' RIDGE VENT 12 �5 SCALE: 1 /4"=V-0" T.O.M.-------- - -- - — — —------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — - 01 TEXTURED Z-O" CEMENTITIOUS TEXTURED FINISH ON C.M.U. CEMENTITIOUS (TYP. ) FINISH ON C.M.U. (TYP.) --------------------------------------------------------------------------------------------------------------------------------- RIGHT ELEVATION - B1 SCALE: 1/4"=1 r-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 FOLLOWNG VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 55 Y- 6 �L __J "R O F E SS�0't \N 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. M W H co o) ooO N�p°p°�d U i# N O O O Cl) (O � Jco 9 N M m N J ZR LL_j a a H a N M W N >�LL da�Y Z 0 W @ a)o m o 0 o 0 m g W E m 0 rr o a Z LL 011 rr Q M Z U 0 J Z L) ❑��❑ W z N O � o 01M i1 N M v o 0 (10 wLu Y o_ a O /� L+ Ln — E o t-- U 0o m E Tm 0 0 o w o • ®® �m o coJ w Mz ¢ o � Z z � U E o O >� Q V a. U o z z ❑a cu _C1 o r jU O C:)f6 04 i °ao ¢ ww rr � (d c o ° o m O Ow z r N rn J m m a"' o ¢w Z zz 5o � a� � aLL =3 J Jz OF C �t °z¢ a 03 0 M = `' >M J L � m m ^, W � C9 .MM> c �1- c J Nco�, O V T_ N Q Ln L.n ,� Z N o0 r Ln o N r E c N f r Z Z E O u) CU d E U 9 Q C JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 3.2 ` VARIES 1'-10" 12" CAP CAP 2" 2" *NOTE: --- _ 1" _ N N FOAM TO BE USED 1" RADIUS ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS M REQUIRED BY COMMUNITY ^ 3/4" RADIUS 4 V-54' iv iv 00 SPECS. IF NOT, Na F ih C° DETAIL TO BE 1" 2" OPENING VARIES 2" �2. BUILT W/ STUCCO. 1/2" RADIUS EDGE OF 1" OPENING VARIES 1'-4" 0 1 VARIES ih 22 1 V-4" 1 1i, 2VARIES N SIN 1" 11_p" 1" 1 1/2" RADIUS r 4 4" 42" 2" 34 a 2 1/2" RADIUS Cn - CN _ N _ c+O M - ^� MI1' �17 Cfl c� VARIES 12" 32' 11" 32 rN 3" 2' 2' 1„ 1" 1" BASE BASE my T q' 4" r 1 1, 1 8 4 / • N ,,,, oN 12, CT C14 *NOTE: VARIES 8" 2" FOAM TO BE USED ONLY WHEN 3 REQUIRED BY a V-6" COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2" �N 1" 1'-4" YID DETAIL TO BE 2" 2" —�'� 7 BUILT W/ STUCCO. • EDGE OF ki, A OPENING �-- T 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these N drawings comply with the 2017 Florida Building Code - 1 p j Residential 6th Edition. Engineer's signature and seal is only for m 10" 6" _ the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 iv 24n W m F 00 E m to 1- 00 e O O O N a O r N C N� u. �j �N as a --W W o `� IN c%,� 13 Q 'a : p S r rA ui m W t y of a mIL 0. K O a W W Cg] J 4" i� @CND pm 020 6 to (n m o r- m m 2 N 2" 4 3 2" 2" N tY m Z °'`6N� aom C i i NQd< V OO J a U ❑❑❑❑ W m 1-1/2" THICK 21" z o 0 m 4 `iN z 2'-4" 521 V-5" 521 I I M 54 1, 4„ 3„ z N z a O 00 "IN N = 0 zr,0 o 'U a 4. 1" 12' VARIES VARIES oZD N c 2 `— CO 1 U rn L.0 c I C "IN O 8 zi•.. ai c, VARIES VARIES Q o ®Q 3 4" 8 1 ��1 U I I� U- ? N 3 6" 4" KEYSTONE F11 b b) KEYSTONE F11 00 0, Z o N r N Ft�" �. OPTIONAL OPTIONAL Q Ep o I z a i o , EM I I w� a 00 _ r _ (V 7-1 N Cax a FD R, Q^ 1 " 3n o E 0 a E 1 6' 2 4a1`° �t R44r„ ter, N ro w W ' 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" a" °' w o� z- _ 4 f0 z z m O _ " 2 NOTE: m w INSTALL OVER STONE, TYP. z coz • FIN. TO HAVE TRADITIONAL Q c • oil LOOK & SMOOTH FINISH ¢ o 5 G i VARIES • FOAM/ EPS MATERIAL IS a N [Z • • • _m E2 ACCEPTED o L_ o wa �o rO Uo E NOTE: • FIN. TO HAVE TRADITIONAL LOOK & V-4" y (� 0 11„ 1 63 11 11, 2'-1' SMOOTH FINISH 4 4 4 2 J 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5a 1'-12' 5a - > C'7 ui v T-8" 7„ N L CU 1 1011 1 -4" 101,CL N \ I� c co U co (V LL (o Q �` �\ 0 N (V Y LZ O 1 IN m I� 1 0 N c\v Rs3 d N r.� o 7 I.n Z ood LO I r^ 2 � o N r p r r o w M o 00 o ITZ • E c o i0 i0 z E Q cV N @ a U J Q J 12, JOB NO: 20-1123 0 1 SCALE : AS NOTED 0 SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FfF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET r41111111011- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH m'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS —� TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN �Q1 EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 1BP PUSH BUTTON SWITCH (OPTIONAL) 1_0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 47 IL CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copperto lights & outlets NEMA 1 200 AMP or #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN 2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=V-0" 0 No CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F oo O O U� 0 ro co to (JV �JLL (0 CD OVNa, N N #O JWdIl.l 0 CO to00 N� u_ lL Lu ei a WNF a W 13Z > r OO s z � Y p � ° Erna M0)o WOO W .6 0 r, m IL 0 N Q M Z 0 Cn = ° U g Z U ❑OD❑ W M M � Z ry O _ z z o a J M � N W(A M 0 z i r> O W V lL LU y on � V O N �N W "' c E ZD 2 o t­ U m w m- E 0 8 t a rn ® 4 `t m m CD w M z¢ o Z � J ILL. n o � O DLL z o QE E 8CU Z® w¢ F O E R� O ¢ a 0 0 O n, a z N z ¢o ¢o �w i. m U:) C _ C 0Y 0. mo DLL Z U) J a z to a � o� a Z z °do aLL = 3 w w� =r }° o CO a S3 V z¢ �M 0 = E > (� ai 0 .M= l--. IJ. c� N ^ J O L n O Al m '0 E r O LO .� Z N r Ln oo L1) T i I� O N as CD r r M o m O z E E D U = c d E U ai Q p J JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ventilators 1/300 Rule Ridge Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. FT SQ. . . . of IN SQ by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN . of . . SQINof Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 22.00000 2.000000 Floor 2000 1920 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: )/4"=1'-0" 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 / SQ. FT, Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. ti r f. i y9g � CE e Y,rt'0f wAt NO i ow, w'LS Ei 'w!� S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W � 8 co a) O V N N it V O O O M NCq am)Co J J LL LL ® I� J a 7ry�z J W w �LLaa H Q uj M S i� > W y 2' as W0 .0 aWW y 0Wo� UwZ O W W _@ C m a�C° � E rn m m O ¢ ¢ O W Z O N Q co Z _J C O J Z �� ❑❑❑❑ W M � M N O Z _ � O W NN 2 Z ~ Q v Q M d N cd C2 W C lL W O Q D'O^ I I �N W F— E y s°— o 0 � m m w e r-- m E s Oin lr S r ?J I t 0 o N Q o rn �� w M z o z Q O Z W O z � } N Q N z© ❑o U w� tCU X t¢ D 0 O OQ Zo N ro L o ¢ w w y-r • pp U)L o w m 0 O } Z m ¢m Zz og z ao U ¢ ao oz _ r F =3 O w� �0 y0 a c ch oza �3 0 `M = N >M L � C6 (6 ■> �1\ co N QQ N O O m -N0 L.L d' r N CD d7 z N s— T rLO T o �- E CU = T N M o z t@ z E O V1 c d E U J a w Q d c J JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 5 3 J m L N x C'4 CD N i N m a -a 0 0 J i O i c v i c 3 H a N O 0 a E 0 v c N a`3 E2 U v 0 v zz 'o c 0 J N N 0 0 a N N 00 N 0 0 O Z O f� m V) E c a T-58 ,- 2_68„ L 6'-0„ I In M 54'-0" T-10" L. 4'. T H B TYP @ 1 STORY } I U.N.O. ■ ■ ■ ■ ■ ■ / 1 ` ■ ■ ■ ■� ■ ■ I 17-27" B „ 2'-9 2 -8" -11s,d1 �I s C9 I N LO II �I: • I � r / h o L _4 I I ^L 0,-0„ I '■ � II IL tl} f o Cn I I ` HVAC CHASE I 124T II II I I t N I i� BASED ON LOCATION III 10'-1 o-" _ O - - - CJ — CJ chi CJ — CJ - I M 2'-6"x2-6"x1'-0" W/ (3) #5'S E.W. 17-5$' 1 36-6$' 1 TYP @ 1 ■ : :: :: :::: ::::::. STORY U.N.O. — — 00 TS3 I 3-1/2" MIN 3000 PSI CONC. SLAB FO TOP OF CONC./ PAVERJDOORI ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR. '- T-1g" 4'-8" 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 2-6"x2-6"x1'-0 PROVIDE %z' x 9"cv L n? MIL VISQUEEN VAPOR BARRIER I W/ (3) #5'S E.W. RECESS FOR FRT`t S3 v it -3 1/2"16'-1188' 64" -3 1/2" SLOPE ob — — — — — ■ _ q io L —CiJ —_ _ — _ - � ■ II D.W. III • .%�—.� — �--- I III III �I I ----N I :. ■ I C° I III rr — i ��W.H.i K CC S3 I CC S3 I co S3 STEPS ASREQUIRED I PROVIDE 1 Y2" RECESS `� �,la I II IIh L JIIIQ o T w PER FIELD FOR SGD. REFER TO MASON'S SLOPE FOR I II __ I II II a I I r 1 IY 7'-41i 2 7'-1 �„ 2 I 5'-8" -0" r x CONDITIONS WIDTH I I II II? CD LO 4'-0„ 25'-6" LL� _JJh 20'-6' 6-8" 1'-4" N EDGE OF SLAB 2" BEYOND WALL I (2) #5 VERTICAL BARS N KITCHEN ISLAND I I K BUILDER TO PROVIDE I J I LOW WALLS S3 APPLIANCE PROTECTION S3 I I CHASE TO I : ; WHEN REQUIRED PER FBC ■.. I INDICATES FILLED CELL 3000 PSI - I IISLAND - � - - - o `T - I w/ -I CJ I I tCJ I in ir) A CONC. GROUT FROM FT. TO BEAM ; : I I e0 r r S3 W/ (1) #5 REBAR VERT ABOVE SLAB N TYP @ ALL PLACES SHOWN zo I ro TYP @ 1 STORY U.N.O. ( HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 '- I I I _ ---- --_ . - &_3 1/2" SLOPE., STEEL" I CST. WWI I .: OPT. D (• f ■ I 0'-0'& I I I I 1 o J I 0 ' 20'-1 L----1 4'-716" I VERTICAL BARS CV10 I L---------- -4-.... -^ -------� --- ----- — I— — ---� O A S3 TYP @ 1 STORY U.N.O. T-8" T-558„ 2'-64„ 6,-0„ 6'-0„ I H.B.+ 2'-6" x 2'-6" x 1'-0" i W/ (3) #5'S E.W. 6-0" 6'-0" 5_28„ T-1 g„ T-O" I FOUNDATION PLAN MONO - ELEV-B1 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 rl /8SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU A : CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ♦,� ♦rv♦. s' #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. • •�• U.N.Q. - •, •, •, **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" `p. 5=° r ° G N .� �O� ,�.q �• ����P�a'' o� �pp"'Fxxt�R' q' `ee pp 9944 ppn..S5D F1p/�8§45�5�tl 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. Q �IT 00 N opt # N# 0 0� m c0 MCJ N 4t W LL W O 0 p J Iyj W ��W u-! ao M a 04 �? Ncco � W vi j as w-Y a >Lu CW a�� 0=° C.,W 'cao� ° mg ¢� ILW O E°'' �o °-� NQMz¢ C¢.) � W v ❑❑❑❑ � z g � z E3 Z v c VJ � � - w o 0 q V) �c � wQ) �- o N o � � U CO w � = 0 8 I a U a ¢ o o co w m=` 0 z z � O-E O W UjO } N ZN cu @o00 l- o E N i < �¢o 0 Oa a L Q O m v o '° 0 Z� }w z nz 0)- a° o� o ci o§ a �z U W 0 ao a� o JZ aF 2F .o IIII1111111� e zI¢ a 3 °M = > M W cc t7 > . — c Nco ^ _j v O Q CL C -a (.0m r�l T N 0 L{) T oo �O LO N r w M o E c° E Z Z E O w N m C ii E 0 _j Q o JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. 6 J a 0 a — — NiFLITCH 1 1 / 1 I 1 � 1/ 11 r ti CJ3 CJ5 I 4. aC Q Q ¢ a ¢ Q r~i a Q I I SIM GE1 _ 18 D1 EJ7 !2) 2x12 #2 SYP WD. BM. w/' PLATE. BOTT. OF BI EJ7 SIMPSON HU410 w/ (18) TITEN 1 1/4" x 2 3/4" & (10) 1Od NAILS EJ7 EJ7 I EJ7 EJ7 CJ5 I CJ3 ti✓� CJ 1 EJ7 EJ7 EJ7 O EJ7 X (2) EJ7V I I� I EJ7VA X O III I I � EJ7VA1177. d. a 0(2) EJ7VA EJ7V EJ7V EJ7V EJ7V "I I EJ7V I IImI EJ7V CJ5V CJ3V J v ��� CJ M L0 U U U 1-0(2) A TYP UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 112" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 1 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 192' OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S 1 S5 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS TYP. BM INTERSECTIONS. SPLICING TO CO. TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK CORNER FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. t 2 PLY CARRIER—j x CONT LEDGER 716" OSB 1.@6-8" NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW, TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY :ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4rr=1 L-0" 1r OvvN7.atg ` fJ' C� "m• 2 P 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. C CC:' Q 0E � S N t0 W O O CO N 3k O M M r N LL LJL O J O) .p J 7t LL W LL L LL Ll d 22 LJL uS M W N lY a )) m LL ° a it o '& — Z � co O C11310 c O N. a N m m O M Ea W arn ¢ L, vo QZi 0 N rn_coo _` NQcoZ U 0 = Z ° d ❑❑❑❑ W z N o � o � N z 0 0 z Q M O_ N _ M U)(/) z o Lld p f6 M .O '�• Q W �'- VI Lv E �N 2 o � � c) m LIJ t— T E O s 0 =o m a o o W M ch w 2 S Z LL-� >S Q � o sz WM U [6 �o a F O p ¢ O N iW2 z wo ao az ¢0 ra c _ C Y � p O LL zr Q) W Q W a o� zO i O. i 3� LL a vi w � W Z ~ O O W Z ¢ U 3 �M 0 .y = �cy) J ui E2 ^L1 W ca = I'�^ ■ C c° CV ^ J O C0 CD LO LO . _ Z N oo r LO 00 CD N 1� EC� E T T CN O z z E Oca E C JOB NO : 20-1123 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 174" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load . O Safe vertical load + Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID _ CV Q o .= W ' J - r V 0 #5 BAR cONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. Mail E i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8111716— 6/1T ¢ OUD tNOMINAL. QUANTITY OF r WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P preca linters = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum3/8" 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. INREBAR . MIN. (1j RId.O'D CLEAR ALTERNATE POWERS STEEL LINTEL — ° d d O d #5 REBAR AT TOP = ° a .M.U. w a° d MIN. (1) REO'D ° 4 1-1/2" CLEAR J ¢ z ° a ° d Z d GROUT p ro ° � �, r O ¢ E ` ° 4 C.M.U. ° 5 REBAR AT x U) w 4 ° O BOTTOM OF r' U)) w w w O o LINTEL CAVITY ( ` -BOTTOM 0 E 0 o L REINFORCING ¢ ¢ Cf Co Z LL — 7-5/8"ACTUAL PROVIDED IN Z o w D I D 8" NOMINAL WIDTH LINTEL ¢ No #5 REBAR AT BOTTON (VARIES) 60 Lu U)) iB m �° �, Q° AS INDICATED 4 16 GAUGE POWERS STEEL BOXED LINTEL 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-0" LL O 5-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=1'-0" i, 0�ttr r.W 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. N Z� m Q O NCo to N V 0 0 0 OM N N N `0 04 J J V Will9 -J W Lu LL _J n- o- N a u) 6- �r� w ui as uJY Z ��� c o_ OMo Q m 'm O nNIL . O M Z)W aoa0 �E°'O' "Zr Q N cy) Z Q OIL _ U F- J Z ❑❑❑❑ W M M pp Z N b rev z � Z � � N QU) c+� m z �tn VJ w 0 o � Q (n w r Lv E N 65 U Q � �w Q Q z;r•.. _ � UI U O N c � � Q o • �Q o co Z CO M z¢ O Z Z < J U_- cu E y z o o M > N co-p E U oa cts t C X U 00 O O CD¢ It� d < O W W J (Q Cn C U O O Z Cn J W W a o Z g o z Q OLL ¢a N oW FZW- C) w� =3 ro -NJ `7 ¢ zla 0 � � �M 0 U) cyi J a; „L1 W cD D I"r .>_ co N OC t0 O Cal r N o C� Lip z N oo r 1T T i I� O N T^ ui M � N M N o Z Z E p C a E O .. U � -C ca a o a) � JOB NO: 20-1123 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. 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1• ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2, DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. P DRAWINGS AR BE NED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP E TO SIG 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 2,11.5. 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 20011b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1• LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2• SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3, 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS, 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, 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 Prn = 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 L BEARING LL RIO LOAD B R G WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" 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 PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irri ation/sprinklers stems 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 G ncrete overpo�r and mortar along the foundation perimeter must be removed be ore extenor sot 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 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. 109104 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 5i �fPPFO -;a�4q$9R111I �s;p "SE" 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. 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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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 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 2x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x— lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) x Filler blocking 118" gap k// �2 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non stacking walls over squash=20 blocks and require additional wall or beam below. consideration. Check local building �1/16" 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 5'-0" STUB -OUT FOR GAS METER O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Ilse 8" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Old nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch lie or drill flanges FILL CELL STD. 90' HOOK BOND BEAM EE 11 BAR ¢ STD.90' CONT #5 CONT. #5 HOOK BAR BAR DOC #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. � 4" max. Q Clinch nails when possible Tight fit U (1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5000so 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BC16500sUR 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration, 6„ A 1%" ROUND HOLE MAY -J 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%Z' DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 1'-0„ '1' 1" 1 2" 1'_2" 1'-3" 1'-3" 1'-7 i'- 13 ' 2 4" 2 g 3-2" 3 7 Any 16" joist 12 1'-0" 1'-1" 1 -2" 1'-2" V-3" V-9' -4 2'" 2'-11° 3,-7" 4 2„ 4'-9" 5 4" Span (ft) 16 1'-0" 1'-f" 1'-2" 1'-2" 1'-T' 2-5" 1 3`-2 3'-10„ 4 9., 5'-7" 6, 4„ 7,-2„ 20 1'-O" I 1'-1" 1'-2" 1 1'-2" 1 2'-U' 1 3_0" 4'-0" 4'-10" 5'-11" 6-11" T-11" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 2" 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 1Y" 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. rWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/ (22) NAILS 1 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGTTO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / 'PJl)uJ)mJbJiJnl�g H ETAL20 INSTALLATION I4- - tt Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. \ 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 0000 depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ ° SEE PLAN FOR--'°• a . • .; . • °' FOUNDATION INFO d' STEM FOUNDATION GRADE REINF. SEE PLAN d ,_I, ,III, �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��� LOCATION OF ' SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1111 %r— \ /P"r%T1 r% A I T1 11"11 I rw IM TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a d d Q d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 4 Q .d A<, 4 dG G a d-� T'- a SEE FND. PLN. SIZE & REINF. iN 0 IV Wiz,,. ..°•• ro —. � O C' � �'�. F'� *° ;e'��'ES�Sgt3ktf+ \\ 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 - Resideniial6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rA FQci 0) `tN pppp A UJ N�ENCo mCC) C) O p, O -,ao O fQ v, T'NO J W W '5�T2 LL�aa (��r �i co N rrNj S W , to Ce =) 52 a a Z > •-: � Y cn�oo mOmp0 i W T 2 9 mo�cfl m0 W Z E�� o a g Nacoz° �° Z ❑❑❑❑ W . a (D z `� o z � � QNQ z Q 0_ N J pi E3 M �N T1VJ' (� Cn Y w 0 o O �Ln _ A 0. 0 00 w � — 0 8I U o10�11 N n Y 8' ° e m o C J ¢ W z cy:) () w p z < IL Cl-E � Ou zo W O z }o N N oa N ' 6 2 0 XCL U U O �U [V <o ww �� i o ¢o C _ c i ",m m2 Zz > CO <W 1 Cn '� ¢ " am z z go a�'i a 0� -z 0 �LL o � wW � XO Xo f.J =1a" ¢ co J 10 L � rn m ^, W � C� \/ 1 N o O a (O r C) o C� LO ._ Z 04 �— I.f� T 00 Ln O N f m � N co Z z E O 2 E U J w? Q 0 c J JOB NO : 20-1123 SCALE : AS NOTED SHEET NO. SIN 1 e z z INSU _T/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (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. HGT. FOR WALL HGT. s 8'-6". 2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 2x #2 SPF STUDS ( @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 16d TOENAILS T & B FOR WALL HGT. > 8'4'. EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" 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. > 8'4'. 1/2" GYP. WB MIN. GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR ( ) @ z 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN APPLICABLE. d. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 wf (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6 MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2 #5 CONT. ON 3" "' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) O 6 x 6 W1.4 x W1.4 co T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' " ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x WR ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 PITCH > 4:12 0 ° A F. F. 0 (2) LAYERS TYPE I OR TYPE II ° ° ) WWF OR FIBERMESH OR FIBERMESH AM -az 31/2" MIN. 31/2" MIN. W WWF(#15 OR #30) UNDERLAYMENT -III=I 11=I I i-=i '° � I I=III=III=� I= o ° ° "FOR ROOF PITCH 4:12 OR LESS. I I=I I I=I I DI I I=I I 1=' ° aa°a ELEV. -0 -31f2 11=III-III I ° a a ° ° ° ° ° o a 0 ° ° A.F.F. 0 �-, '41- I a ° ° 2x4 CONT. a . ' ° ' - - I I_=1'31/2"(min) 4" a--'31/2"(min) 4" PRE ENGINEERED WOOD -1 ��i I IIII=I = ° _ _ _ - _ = I h I-III=� b I I I=I �I = - TRUSS @ 24" O.C. U.N.O. ,III -I -1II-III-1 I I -I I I- I I-11 �I a g a ° a a N - _ _ - I1-' ll-III-III-I I I I I_I I I ICI o I I a „ - - - ° _ I -III I -) _ - . HURRICANE ANCHOR @EACH =1 I -I I �I I I=III=I 11=III=I I L-� a 31 /2 (min. - 4 I I III =III III=T- 31/2' (min. - 4 - 1l I _ -III III-Ill- 4 I, GARAGE DEPTH VARIES ° _ III I I -III TRUSS (SEE UPLIFT scHED.) w/ 8e, �► ' - ° a ° I I f 1LI-III=III=III III=III ' =I I_M I I 1=III=III=1 I III=III I' METAL PL.UNDER EA. TRUSS a -11r�IIIII�II I�L..t�ill,;,III=I 'II- I.,I I, llllt ILII,�,I�ri I� ,li"IF MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1' 4" 8" (2) #5 CONT. U.N.O. MIN. SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL �a STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP coN�`Nco�s STRENGTH CEILING EDGE GYP. TYPE "X" @GARAGE BOARD PER CODE (OR GE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" 0/C e W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C CEILING & 8 O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C, 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „„ „ o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24" O/C W/ 2' X 3/16 3RD LAYER 118"THICK. K.O. BLOCK (10) 10d NAILS (IF NO UP LIFT ON @ 24 O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR (6) 1/4"x3 1/4" TAPCONS " " 20MIN. LAP [24MIN. LAP] *SIMPSON SP1 SPACED EVENLY #5 REINFORCING 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE ARCHITECTURAL TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS o u w FINISH _ _ ASSUMED FINISHED _ o 0 0 #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi 0 ° 1x2 PT WD FURRING @ 24' O.C. GRADE r ° _ _z #3 & #4 LAP SPLICE ° I (=I I (=1 I I m • ' d - FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] > . (1) #5 VERT. IN FILL MONO OR STEMWALL ? M - :a o 25"MIN. LAP [30" MIN. LAP] g 1111=III= 1/2" GYPSUM WALLBOARD ° � � - I=1I I=III PEE CELLS (SEE FOOTING MONO SHOWN P - I W III -III U.N.O. D °° oo R p a °� FOUNDATION PLAN FOR CLARITY ° � _ _ _ _ 6 MIL VAPOR BARRIER i T I ° , , � I I=III=I I -III=_ R 1 7f8„ I1= I1=1 11=�- I=1 I T=�=III-_ #5 REINFORCING BAR -' I I, 11 I=I FOR LOCATIONS) p o ° P -III= =III-) =III=I I �, z T FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 !!!((TYP.) VARIES i i i (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 - WWF OR FIBERMESH r I I -III -III -I I t- III III -III -III-' r 1x4 P.T. BASE NAILER III=III=III=III=III-III- z III ° ' (-I 1=LI _ 1 - '' #5 LAP SPLICE (2) #5 CONT. =III III III,,, II, I I I,,, 4"x4" INSPECTION ° NOTE: 1=III=III-I I 1=III-1 N I • ; ������ ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH g ° ° 1 I=III III -III -III -III= NCOMP.COMPACTED o 1 - - - - Ix X/36" MIN. LAP [36" MIN. LAP] 8" FILLED CELL TYPICAL FOR BEARING WALL -III=III=III=III=il III I T 95% MODIFISOILED PROCTOR ASTM = I (=1I (= = =�i= �1 10" (TYP.) MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR W/ UPLIFT ONLY -1 I=) I -I I= = = =) (-III= I= - 1=III=III= = I I D1557) , IIPIIrL� , ,III �I I I�� I I-' MIN PSI MAY VARY PER U)-I I -1 -I I- I -I -I I-) I I -III- III -III-III f I=) = (=1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOKMUNICIPALITY. TO CUT BLOCK OR POUR � -I I I-11- Ill,;, ll11 f l 11-,I I I -I I I-Tl-111- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 11 NOTE: EXTEND Uj FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG WlAXW1.4 WWF OR DECO FINISH 4" to 6" _ „_ , „ _FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 -0 S3 SLAB INFORMATION. SLAB INFORMATION. ° 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 6 MIL VAPOR III 0 III--11 - z „ SEE ROOF PLAN S.G.D. (U.N.O.) BARRIER -I ( � 4 I I -_ min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ` • I> I I I N - a AT 24" O.C. MAX. INFO ° = I ° I _ T - ° ' GRADE . " &OI AYOUTIDESIGN M COMP. SOIL. SEE PLAN FOR �--- (COMPACTED TO 95% (I It I1=I I I I I= R MODIFIED PROCTOR T 111 I fi=1 ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" III,,l S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �" z ^17 � '��11-(��11.�1 I I ,. ..a ` I-i-III- � �` I •. d.. r •:: n 4 00 i.�1Tf�lI �_T IIT YTT'.: =II=' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 00 -_I I III 1, 1) #5REBAR W/ OPT. ' 1=1 I I-�1=1 11= 11= 1 -I 11= 1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" ll S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS N ' CM j- q' N I M '�IL�TI_iTI �IIIIIIIII I •.: 4 ''r �•, 1�4�rll�l 1=1 I F SEE A/S3 OR J/S6 -I I II I I I II III, 111 l t111= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC lRY) 1'4' (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB oe-o" CONT. BEAD SEALA& - Q INTERIOR Cr < a a' -31_ /2 'e t CONCRETE NAILS W 1 1/2, EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ,m e E_ N It'll 1=C co 6 MIL VAPOR BARRIER TOP OF BEAM VV SEE ROOF PLAN oo c - - -° a• (2) HTS20 FOR STRUCTURAL r _ d rn ri1�i1 IT BEAM SIZE & `= CONNECTION INFO T 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. o W Cl) ABU66 SLAB STEP & RECESS 0 S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -, EXTEND FILL CELLS s� TO FOUNDATION PAD INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT, FOOTING STEEL MAT REINFORCING. Cl) CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 11 WWF OR FIBERMESH '- "' ' q i~, wJ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS z 0 -, z L w =- 0 1 W LIJ 0 o `., = '� GRADE ;III=1 I ° a • = - = 1=1' - =1 1-III-I -) w -II I Ill I I- Z 11- • • °•- _- - - z_ L- - - - - - M a _ - 4e 4 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE? 3/4"=V-0" IN"S,3 ------------ -I I- FOOTING BEYOND J III III-i-{ I 1=1 I I -III III-III-111- 1i11�11TI�II�I�,,,_I-ILI=1� PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 t tz f z?¢ ,.• J All Ha �eqN �• a .14 ky 9 ®�a �3d Jg�lE See191t1; 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. Q ® CID w`t o CC)��p gym• dJ N C # O O O N J M N Cc, W LL CO M M 'ENO J W W th ZQ 5�� �'L u u- a a as �Y orn°' rro 0m W Z LLW m o�co E rn d Q M o0 m m J o a O a 04 Z V , u O U ❑❑❑❑ W M z o 0 0 00 " Q M � N N Q) M (D o Cz U C-! Y i ea i? � a O c o c) ! T E O 8 z.. �p I 0 o N ¢ o ti M z a w L.L E o 05 zo �� wZ >N ¢� Z© pa toij 0. C C N x 0 a z0, = O O az .a 1W U) c - c o f �z 96 <� ~Og WO U a mw 'S O z .11 �r �� a_ r C z¢ US 0 2CM = M J ^Lh W i c Nco -j C m N O U) Ln T Z CV � O r Ln N r T ui c :3 CV C) z o Z Z E O Ei 0 W ca cla it U J Q 0 � JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. S3 (MONO) 12 SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2x6 OR (2) 2x8 /—TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 1 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 ) DOUBLE 2x TOP PLATE --, .� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 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 WALL IS 1 1/2 L�E INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EORWALL FACE OF BLOCK WA1/4" 2x 13LOCKING @ 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 DETAIL 1 SCALE: N.T.S. S4 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)1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\' —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 11 4 ° n 4 4 4 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: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. 4� 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T LU T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY " GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a °a a 4 a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. 54 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� SFFA/�V���L �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1Od NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.0.) 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- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) 1 (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 ,) `--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1Od x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� GE SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 141 4. 12 (TYP.) SEE ELEV. SIM SON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =- _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 2-4 IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL— W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" 0. C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • � JrB., SPLICE STAGGERED • 1Od @ 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 �7 SIMPSON P.T. ATE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U r� 2x TOP PLATE \_72-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" '' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL \-NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 1Od NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE _ a SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON -- SIMPSON SP4 SP4 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR F) F) F) PF) 4 ,.T.R. T.R. ROOF TRUSS ABOVE /- 2X BLOCKING 0 C (2) 16d TOE NAILS EA. BLOCKING 8 WALL ABOVE JTRY '.0. BLOCK W/(1) 5 CONT, & 1LLED "X10" J-BOLTS 2'-0" O.C. ,.MASONRY WALL 10d NAILS @ 4 A 1Od NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 1Od NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. �r•6'l�yp�.�,f ltc��•z;`��`lttf .gpPEgg\ �N Itttt\���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. Fmy Q (000 V 0 N N_ r 4k V O CDp J J M N (V C So 0 .2MnU) �uJ LPL u- a a H a N M Lu i y K air aaU,o 13 6 � 0 Z i oU)o, g�g X m O Q W m �o o o ti cfl 00 m Ewe ¢0 n.o I& L N Q M Z a O F J °� ❑��O W V M � � z o 00 z � J M d N M o N �N "- Vi 0 LU g � n OL1J V) �V) f— C E 2 o min U L° LU F--2 E O $ i _ � � p, U o c `t a �® �m ti cD w M z2 o S z ¢ J LL c6 E o a �� oa ca t— O E O XO o� n�0 Q z 00 o, ¢z - Z [V � ao L CACn m� O F e zz oilQ d3 0<a0 LL �z c� 3 aoCD �K d= ¢ C3 > O miO O �t zl< a ° 3 �M 0 = T >M J a� T ^L, W m 0 �y c (0 LL �° J N < O �1 0 -p �O ma r � N -0 o O� LO L,{) T Z cV co, r Ln T 2 o r v T r— M o ca z B _ LC6 a E v a ¢ o C JOB NO : 20-1123 SCALE : AS NOTED SHEET NO. S4 r SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W! (2) 16d NAILS SIMPSON H10A w! (18) 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SHEATHING DETAIL TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER BLOCKING FOR SHEATHING DETAIL FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45' ± 24 MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CROSSBRACE 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 "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90 % OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) $d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING FATTACHEDW/10d & (2)10d TOE NAILS @ BLOCKING —� 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" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE 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) 10dxl 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 1 Odx1 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) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r Y SEE STRUCTURAL X-BRACING, AND TOP NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION (o°° oo SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM L RIDGE FASTENED AT 2X4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 ]12" 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" 0/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. O/C w/ (2)16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 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 wl (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)1 Od x 1 Od x 1 12" AT EA, 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP6 FOR 2x6 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2) 10d 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 : 112" CDX PLYWOOD OR 7/16" @ 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 ® MNI I 2x4 PANEL BLOCKING @ 48" 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) 1Odx112"ATEA. � OUTLOOKER (2)16d NAILS 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 7116" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" —� BOTTOM ATTACHED w/ (2) 1Odx3" @ 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. 55 SIMPSON H10A w/ (18) 1Od x 1 12" AT EA. -2X4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD 11 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 ES AND 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 PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS - EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION g 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 1INIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) 1 Odx3" O/C @ 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN: SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. c•1 GABLE TRUSS SJ "L" BRACE W/ 1Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 C ° ° %11 ° ° ° ° 1. F II°°° Jl- ° II `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 \-- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6" O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1Od x 3" AT ZMOISTURE • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) \- 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.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1)1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) 'CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=T-0 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a 2 90�r CORNERJACK Y a � W Z tY 0 U HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O,C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20 -0 MAX "X" BRACE SEE DET. J/S5, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. O Lij ---- LU 0 o W O < 0 - o 0 LU r o TLU ED o o W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 tt��OE"It1l;t �,�yii19111I ..�"•'• d Q '1 �.• �`� �\ �: 2 '• F �� f Ro F E SS%o ��j�tt�tdlt{1i1111���! 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, E�r g 000 5 ft J 0 " N r N# u_ N � yaNi w vi = 4 gmLL; a-°WUY Z aR°' 0�oQ0 NCO C N m m C'0 W 2 E T rn J o o LL Z rn�°N o p✓nv_ox 04 U z ❑❑❑❑ W z N O QNQ O Q z d — J th N _ M ro Ul Z o _ u_ �W v' Y W p •0 W (n [v E o wr � � o U 00 W m all0 8 Flo U c l(l Y 0 ti a coco J w 0! M z o z z J oL O zo 0 g❑F F= QS z® E 'o co �° o O E N T1. ao N a, � � w M W C _ < = �'o o' _ Qi J U Nm z' Q �W cn ¢" z 3 '- U� N w ~L O O w 6 o O a� ugM = ` 7 (y) J L � rn 12 ^, W m cD c I•L co N 00 \-/ r V 0 o Ln .� z N T_ Ln T 00 Ln O N T E CD T T �co c o Z Z E O N E m c% E 0 _ Q p C JOB NO : 20-1123 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 j� ( 1x4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION ' DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT 1_ TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 ♦ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X W/ 4" 1x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" FURRING �PEBAR ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16 Xg 5X8 BLOCK@ SPACING 1„ DETAIL 1x8 P.T. FROM EACH END W/ MIN.. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1 /2n DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 �� DETAIL FILL STD. 90" ♦ /� TD.90°HOOK(TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB x 3 -1/2" TAP TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1 'DRYWALL IL NOTE: EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/161, ' ♦ BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH — —� TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ti + ' _2° NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (Z) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL +5� NOTCH WEB S THE ' FIRST 2 COURSES ♦ TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS • ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR • SCRIBE (NOTCH) POLY CELL IN THIS AREA 2 x 8 45 DI'AAGONAL BRACE AT EA, FURTHER INSTRUCTIONS. ° BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL�.... OVERHANG CONNECT W/ 8d NAILS BRACE/ BLKG. . N.T.S. ° INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER INSTALLATION DETAILS A RACE 4 MIN. OF BRACE 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'Y2" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. OTE: OVER NFOR HANGS LESS THAN 3/4" - NO REPAIR REGD. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ OV TO TRUSS FR TO TRUSS TOP CHORD NqN .J MIN. 4" EMBEDMENT AT 16" O.C. jF NG 1-011 5 -011 SCALE: N.T.S. SS 12 + + ly PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO QR — -I!$f 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° • .. li�_ WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ' `� . „ EMBEDMENT INTO K.) �1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° �: ° #5 BAR BLOCK HEADER # SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON SOFFIT + + . y. d: ° n p. • 1.0" ° P b ° 4 RED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . s ° �+ 9 H N TOP - 8d NAILS EACH TRUSS e Iq •'' KNOCKOUT / ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 D1AG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °�®° _ — a MONO FOOTING .� a, VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I a 2 x 8 VERT. BRACE INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SO IT CLEAN FILL .0, °S) DIRT 6 Z TO BE INSTALLED 000, 100 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL e = o °•'. , SCRIBE (NOTCH) BACKSIDE 1 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION LSTANDARD #5 BAR IN ° 99 HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4Y2' WOOD ) O FOR OVER HANG FILLED CELL, 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • ` •. ` •� • •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" .; INSTALL WDW, SCREW INSTALL THRU OSB INTO 2 x 8 O.C. `� °, % �'e ° V V `, ° 't V `, V. 'IV,°, INTO ARCH BLKG. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrm—,N)iiREINF. STEMWALL FOOTING SIZE AND PERLAN AND STEMWALL SCALE: N.T.S. 1-1 SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT, 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION NAILHTT4 U S & (1d 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) #5 BARS OCCURS ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING T IN. 3"CONT TOP WITH MIN. 3" XIE a \ EPDXIED EPDXIED SIMPSON O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-p" 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 IL LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP p U NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° _ u P p w a A REINFORCING AS FOLLOWS: ¢ U 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — — p a — — — _ �' 1Tf I I� I I I��i�l I � Imo- * PRESS PANEL REINFORCING INTO PLACE. Y.','':`.... — frf II 0 z #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;:;' ='' 6 MIN. LAP SPLICE W/ S C REINFORCING PANEL ,' p �I—IT�— =��_ _ ¢ EXISTING FOOTING S (2) #5x6 IN CONC. SMOOTH. DO NO FURROW. p ° —_l �TI cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p, , —TTr- SET BAR IN EPDXY 0 Y FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 p \ REMAIN FREE OF MORTAR. NOTE: co H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. t, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ' \tea 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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. or 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. � N 3V. s A v E •�'� r. CNI 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 Q E .10o O U 0 � 00 N O ep 4 O C:)O 0)"o O f� C N J J ® m M -r/O J W W g 2 M LL LL a a In N S IJ.J o o m v m O W a:a_ m 0 1- ¢ o Z O+ N O NQCoz a p VJ U 0 0000 W N O z � N z o Q v _1 M d N z o Cz �N LL w 0 g o < •0 to W CL, E ZD N o RFDW � u m m E2 E o s I = =O y 0 C � ® Q q- 0 �m o C J w J o Z ¢ 1.1_ E y z z o �° ¢s Q E 0 wz Zo 0" K OV V D OV O 0 N a¢ �o rL Ww K J - U �o m0 Z LL >z J n W N �w p 10 2 d0 V dLL Z �3 = OCR J FF 0 L CO o� 0~ M � >M J L � m W � C� � .�> I� a I.J.. N ^ J O Q a. C 0 g C� Q V c T"` NO Ln .� Z cV r LO 00 Lid 11_ N 1� T' 1T „ o z N ,; z O ch CU a U Q p JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. SS 0 N M M F d CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION, CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 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) 1 Od x 1 1/2" NAILS EACH IIIn PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. r r vvv i . avva.a A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE WOOD WALL OR TRUSS. ---2X4 CONT. W/ (2) SEE PLAN 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 WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 4-- ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT C OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS 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) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM (2) 12D NAILS AT 12" O.C. MAX BEAM @ RAISED ENTRY HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 SCALE:NTS SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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) 1 Od COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° o'. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SIMPSON HUC410 w/ (14) SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN SCHEDULE/PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PON LANM OPTION B CONNECTION INFO OPTION C COMMON BM, TO POST ATTACHMENT_ rA� 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 A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER ° SEE FOUNDATION ° PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 1Od NAILS OR SIMPSON MTS12 w/ (14) 1Od 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 @ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 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 ae. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS MASONRY WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� 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 aC) 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) 1 Od NAILS OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1 Od 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 Oy•NQ _E••� Z aJ • V NIP N �o. �. F L0 •' F 50x�L E S `o o�'ollllliiitll°°\\ 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 a co co 8 N N UjSLLri N �J Ri5 N LLWa 0 N alLW 8 H a 13z W N ai c ti 3° a it O > .L 00o -co: Cl) ryo � m O W p �m 0 [-- d a o 2 Emrn W Mo Z o a 0 N O C 0) N<coZ Ca..) 0 D z ° ❑❑❑❑ . W 0 N O co �co z Q V J M N Ln z ° QXW U 0 � 0 �N E Ova m o $ zgV... U o , c Qo i14m o � J w CM <> ¢ o z a U_ E sz® 's CIDa o U f--' fa — E o X U &, �o ❑ O 0¢ az CV o G zw L r6 C ❑ U m E O oLL Z (n ai J m Q W iN �, N a. o � zz So a � w V 3 < 0 �& S a o �W wZ =r �0 � co z¢ a= r 003 2M co a; W CU c� ,> c Nc� ^ O Q _0 (U 0 m 2 V T N O Ln Ln T z N o f Liz o N r E (mil./ 0 CV T T M o Z z E O tL E 0 _j Q 0 JOB NO: 20-1123 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISTIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r �r�on n via SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO, FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING (SEE DETAIL WP07) ED FLASHING O 4 SELF -ADHERED FLASHING rv+�nrrvia 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z CL a rn uJ 0 W W O 2 U) RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING �Iv PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 0 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 a SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 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 \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. 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 (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 manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 b 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all 0 CV O CV N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F o� ,0 'D Q 8 8 N 0 0 O N C.LL cp J 4. .� O l�i 2 j 'T -NO 3 LL J ik W W LL _J d 0- ui Q 0 2 > _ = WQ' O tr Y 01 Z U) I, a2o � amo0 W iu0 m� ¢_ W �EO1° �oa0 NQc-�Z V OLL � H Z ' 0 ❑El11❑ W N O � QNQ i Z Q 0 J M d N cn M o 2 0 Q) � � � V v' w n n0 U � 1 0 N Ln w � N o r- L m F- m E O 8 =ice = U o N ti w co h ¢ o z Q a. E ca OV wo z z® ❑a F_ x ca - E o aQ 0 0� az CV �z Q tt L to C U , U m O� Z ZQ% m Q W 0. z g0 a �w U �2 ~� �3 o o� < � -0 cfl a O0 �7 zl¢ J �M >M L m � n1 W co .> c c� N ^ J O Q CN 0 C r N o Lf) .� z N T' U')oo LO r = � O N T_ 0 E E F Z Z E (Da [L E U Q p � JOB NO : 20-1123 SCALE : AS NOTED SHEET NO. W P F_1r___ pkw yr.A3 FL17244.1 ESR-3455 aCn ftl 1=9 12/3112020 A23 w FL1 0446.2 *10 N fi ESR-2606 12131/2020 -T:�3fi: --------- ---- - - ------------ PRODUCT APPROVAL SPECIFICATION SHEET(2018) )2C As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listedbelow, if they will be utilized on the construction project for which you are applying fbr a > _0 a) 0 -0 CIO -L-- C: =3 CU C/) 1 Q. C 0 0 LL_ = . - 11111 0 1 0 > "i E 0 C:)- Co C�L F- < T, IN HD210-2 FL17232.3 ESR-3445 12/31/2020 HU210-2 I'Ll 0856.4 ESR-2549 �MO HD212-2 FL17232.3 ESR-3445 12/3112020 HU212-2 FL1 0856.4 ESR-2549 12/31/2020 Al ZZAEM A HD216 FII ESR-3445 12/31/2020 HU216 FL1 0856.5 ESR-2549 12/31/2020 Z HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 Cate gory/Subeategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date Al- irl I 11 Mourlil Brackat -2 (10 G"s) +11I x+1 12,* x z-ir wk cross stqqwt (May be, Cut to W) 5�e Amhor SchWule a AlobtSfACRIK'(100 U90 1 (YM&A325 G;a Ivill, (TY0 ..r ar 14 SAR011iry Unt buttillim Edge HurtkaneStrap Mpicak3infrolil WaSherS FrontCmst Supoort Self-Lockho, NUN (May be cut to W) Left EWA (16WUge) # 14 5e1f-Dr11)rtq.5qm Thru bra i���` fttk,C_n*'Support Wto All Unit #Wom Side (Typical: 3-6ach �kfe for hurricane use) INSTAILATION MORMATION Spocdkinswldoim irawriguiLvislawpi with l 14unumar-Aft Ari&_ *a HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 : �?J311202�0 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12131MM A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2021 HD410 . . ............... . . . . . ........... FL1 7232.4 ........... ..... ........ .. .. ..... ..... . ..... ESR-3445 . ......... . .. . .. . ....... . .... I I ..... . ........ . .... . .... . ... ...... ....... . ESR-3445 ------- - -- 12/31/2020 ... . I .......... I .............. . .... ­-.1 1 .... 12/31/2020 HU410 HU412 FLI 0856.9 FL1 0856-9 ESR-2549 ESR-2549 12f3l/2020 ........... L _­''_­­­ 12/31/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67,0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth Star (NONIMPACT)FL20461.9 +67.0/-67.0 psf 12/31/2021 FL17232.4 ESR-3445 12/31/2020 HU610 FL1 0856.10 ESR-2549 12131/2020 ... ..... . .... . ..... .7 ESR-3444 12/3112020 HUCQ410 FL1 1468.11 SIM200804 12f3l/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12J31/2021 HGA10 FL17699.1 Evaluation Report 12/3112020 HGA10KT FIA 1470.4 SIM200803 12J31/2020 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12131/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT F 1111470.4 SIM200803 12f3112020 ThermaTru Smooth -Star and Benchmark FL1 5225.5 +67.0/-67.0 psf 12131/2021- HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL1 0447.2 ESR-2551 12J31/2020 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12131/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 1111473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 1213112020 HETA20 FL1 1473.5 SIM200802 12131/2020 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +4o.o/-4i psf 12/31/2020 mi HTI FII ......... . . ­­­�FEY ... . . ............ ....... . . . .2 ............ . .... ........... ... .......... ... .......... . . Evaluation Report Evaluation Report 12/31/2020 ... . ..... . 12/31/2020 HIT16 HTT22 FLI 1496.1 Fli 1496.1 ES-0130 ES-40130 12f3l/2020 12131/2020 PGT Series 5570 FL251.10 4/14/2021 I SECTIONAL Clopay Building Products Residential WindCode Doors W5 II FL15279.37 +30.0/-32.0 psf 6/21/2028 HTW16 .............. ...... . ... ­­ .... ... ......... . ....... . ......... . ....... .......... . ....... HTVV20 ------- FL17244.8 .................... ....................................... . . .. . . ­­-, --- . . .. . ..... FL17244.8 ESR-3455 .. . ... .... .. . . ......... I-— . . .... . .......... .­­­ . . ....... .......... . .... . ......... .......... . ................ ..... ESR-3455 12/31/2020 ........................ ­1 ...... . ..... 12/31/2020 HTS 16 HTS20 FL10456.22 FL1 0456.23 ESR-2613 ESR-2613 1213112020 ........ .. . . ......... ................ . 12f3l/2020 Clopay Building Products Residential WindCode Doors W5 I FL15279-53 +30,0/-30.0 psf 5/21/2028 HTW24 Fli ESR-3455 12/3112020 HTS24 FL10456.24 ESR-21313 12/31/2020 Clopay Building Products Residential WindCode Doors W6 (8X7) FL1 5279.85 +38.0/-42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12131/2020 HTS30 FL10456.26 ESR-2613 12131/2020 Clopay Building Products Residential WindCode Doors W6 I FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FI Evaluation Report 12/31/2020 HTSM16 Flil SIM200802 12131/2020 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 inst sht) 12/31/2025 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL1 1473.11 SIM200802 12/3112020 - HUGT2 FII Evaluation Report 12/3112020 HGT2 FL10456.18 ESR-2613 12131/2020 2. WINDOWS ll FII Evaluation Report 12/3112020 HGT3 FL10456.19 ESR-2613 1213112020 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499-2 +50.0/-55.0 psf 10/8/2023 HUS210-2 .................... . ......... I ........... ...... . .... ... HUS212-2 HUS26 FL17232.6 ... ........ .... .. ... -.1-1. . .... .... . .. ... ................... .. ...... FII . . ........ I .. .... . .. . .. ............ . .. . . . .......... - FL17232.6 ESR-3445 . ..... ................ . ... . . ........ ESR-3445 . ..... .. ESR-3445 12/31/2020 .. . .................. 12/31/2020 12/31/202 HUS210-2 HUS212-2 HUS26 FL10856-R4 FIL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12131/2020 .... ........... .............. . 12131/2020 12131/2020 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01-50.0 psf 2/16/2024 HUS28 FI ESR-3445 12131/2020 HUS28 FL10856.11 ESR-2549 12131/2020 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 HUS28-2 FII ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 PGT Series 6520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12(31/2020 D. MULLION MI Windows and Doors Series 5764 FLI 5353.2 N/A 12131/2020 JL26 FL17232.7 ESR-3445 12/3112020 LU26 FL10655.104 ESR-2549 12131/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FIL17232.11 ESR-3445 12/3112020 WS210-2 FL10655.107 ESR-2549 12t31/2020 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020, LUS24 FL10655.109 ESR-2549 1213112020 . ............ JIJ,�26 JUS26-2 FL17232.11 .. . . ....... ...... ­­ . ...... _.- Flil ESR-3445 . . . . . .................. . . ............ ___' . .... . . . . . ... . . . ......... . ... .... ...... __ ESR-3445 12131/2020 12/3112020 LUS26 WS26-2 FL10655.111 FL10655Al2 ESR-2549 ESR-2549 12131 . ...... - 12/31/2020 3. PANEL WALL James Harde Building Prod. - ------ Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 JGS _T­ ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12J31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 KLEG3 FLI 7241.15 ESR-3444 12/3112020 LEG3 10667.71 ESR-2615 12/31/2020 C. OTHER ------- KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 L-STA12 FIL17244.18 ESR-3455 12/31/2020 LSTA12 FLI 0852.4 ESR-2105 12131/2020 4. ROOFING PRODUCTS LSTA15 I'Ll 7244.18 ESR-3455 1M1/2020 LSTA15 FL10852.4 ESR-2105 1213112020 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FLI 7244.18 ESR-3455 12/31/2020 LSTA 18 FIL10852.4 ESR-2105 12131/2020 B . UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 FIL17244.18 ESR-3455 12/31/2020 LSTA24 FLI 0852.4 ESR-2105 12131/2020 C. ROOFING FASTENERS NOT USED . .......... . .... . .... .. . ....... .. . ............... .... LTS19 FL1 7244.18 .. . .. ....... . . E7 .18 FL17219.2 ­_­­1 I ... . .... ........... ..... ............ . . . . .... . ........... .... .. . .... .............. . ................ . ESR-3455 ER-0200 -1-2/31/2020 ___ . .... .. 12/31/2020 12/31/2020 LSTA30 LSTA36 LTT19 F1_1085Z4 FL10852.5 FL1 1496.3 ESR-2105 ESR-2105 ER-130 _12diPi- 1213112020 12131/2020 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918-1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RVIO FL21580.3 N/A 12/31/2020 LTS20B FII ER-0200 12/31/20201 LTT20B I'Ll 1496.3 ER-1 30 12131/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTT131 FII ER-0200 12/31/2020 LTT131 FL1 1496.3 ER-130 12/3112020 E. ROOFING TILES Borall Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 > O -0 O > 0 L_ -6-0 nL L IM W < CL LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12131/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/ 31/2020 GT2 FL17240.2 ESR-3447 12/3112020 LGT2 FL1 1470.7 SIM200803 12131/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4/1212024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12131/2020 MP34 ......... ...... . ­ffi�4� ... . ........ .............. FL17244.23 . .. . . . ........... .. .... . ....... . ...... . .. ..... .. ....... - ... . ...... .24 .2 .. 2 . ......... - .. . ............. ... ESR-3455 . . . ..... .. ... - ... ... . .............. ­ . . .... .............. . ... .... . ............ . -­_­ ESR-3455 . ...... ............... _-.1 ........... . ESR-3455 12/31/2020 --- 12/31/2020 1-2-/Sf/�0_26-1 A34 LTP4 LS50 FL10446.3 FL10446.19 FL10446.16 ESR-2606 . ESR-2606 ESR-2606 12/31/2020 ............... . - 1213112020 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 FLIM46'3 WM1416 FL1 0667.86 ESR-2615 121'3112020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Pagel of 2 Building Codes and Standards 3128=18 Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL1 0852.8 ESR-2105 12131/2020 6, STRUCTURAL MSTA15 FL17244A8 ESR-3455 12/3112020 MSTA15 I'Ll os52.8 ESR-2105 12131/2020 COMPONENTS MSTA18 FL1 7244.18 ESR-3455 12/31/2020 MSTA18 FL1 0852.9 ESR-2105 12131/2020 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FLI 7244.18 ESR-3455 12131/2020 MSTA24 FL1 0852.9 ESR-2105 12t3l/2020 _11 ___AN_CHbR§___­ --Simpson Stroll see chart MSTA36 FL17244.18 ESR-3455 12/3112020 -i-2/31/2020 MSTA36 101352,9 ESR-2105 12131/2020 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12131/2020 NUMB= KNEEMINNEMEM Code Entity or Date Date Date Pending Me Type Version Manufacturer Contact Engineer & License Validated By Validated Submitted Ill Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, Ll Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/10/2017 10/17/2017 12112/2017 Approved Category: Roofing (352) 498-0778 PE-76519 (334) 300-1800 SubCatel Metal Roofing info@gulfecestsuppiy.corn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professiol Engineer 4 4 Quality Assurance Approved for Use Alocir."d for Use Impact Desion solid # Product Model, Number or Name Product Description 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 04/1212024 No Yes N/A -N/At over15/32&quot; Plywood-108,5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&quot; Aluminum Gulf Lick 16&quot; Wide 04/12f2O24 No Yes N/A +NJA( Roof Panel over 15132&quot; Plywood - 116.0 PSF 3 1 &quot; 24ga. Gulf Snap 1 &quot; Gulf Snap 24 Ga. 17&qu ot; wide Roof Panel 04/12J2024 Yes Yes N/A +N/All over 151328cluol Plywood 4 I&quot; 24ga. Versal I&quot; VersaLoc 24ga 16.5&quct; Wide Roof Panel 04/12f2024 Yes Yes N/A -N/A1 over 15)1 Plywood -138.5PSF 5 1 &quot; VersaLoc .032&quot; Aluminum I&quot; VersaLoc mln.032&quot; Aluminum over 04/12/2024 Yes Yes N/A +NIAI 1 5/32&quot; Plywood _101.0PSF 6 1.5&quot; 24ga. Gulf Snap 1,5&quot; Gulf Snap 24ga, 16&quot; Wide Roof 0411212024 Yes Yes NIA +N/Al Panel war 15/32&quot; Plywood -116.OPSF 7 1.58quot; 24ga. VersaLoc 1.5&quot; VerseLoc min 241 16&quot; wide Roof 04/12/2024 Yes Yes N/A N/Al Panel over 15/32&quot; Plywood -123.5PSF 8 2&quot; 24ga. Mel Min 24 Ga. 2&quot: Mel 18&quot; wide Roof 04112J2024 No Yes N/A -I Panel over 15/32&quat; Plywood -108.5PEF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&quot; 04/1212024 No Yes -N/Al-96. 7PSF. Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&quot; Wide Roof Panel 04/12/2024 No Yes I +N/A1-93.5PSF war 1x4 Wood Purrs over 15132&c[uot; Plywood 11 24 Ga. Gulf Seam mine 24 Ga. Gulf Seam, I 3/4&quol Snap Look, 04112/2024 No Yes N/A +NA/ 18&quot; Wide Roof Panel over 15/32&quct: Plywood -108.5PSF 12 26 Ga, 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over IM2&qu ot; 04/12)2024 Yes Yes N/A +N/At Plywood _156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 1 5/32&quot; Plywood 04/12/2024 No Yes N/A -N/All-i31,PSF 14 26 Ga. 5V Crimp Min 26 Get. 5V Crimp Roof Panel over 1x4 Wood 0411212024 No Yes NIA +N/At Purlins over 15,l32&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 N/A -NIA( 15/32&quot; Plywood -161,01 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/12/2024 No Yes N/A +NlAll-1 15/32&quot; Plywood 17 26 Ga. Gulfi Min 26 Ga. Gulf PER Roof Panel over 15/32&quot: 04/12/2024 No Yes N/A -NIAt Plywood -154.7PSF MSTC40 ... . ........ ........ ...... .... .. . ---- --- --------- . . . . . ... . MSTC52 FL17244.26 ....... ................. ...... .......... ...................... ........ .. ... ... ......... . ..... - - FL17244.26 ESR-3455 - -------- - ------ . . . . ....... . . ................. . ................... . . . ............ . ...... ESR-3455 .... .... ... .. .. . ... ....... ....... . .... 12131/2020 MSTC40 MSTC52 FL10852,11 FL10852.11 ESR-2105 ESR-2105 12131/2020 .. .. . ........... 12131/2020 MiTek Industries, Inc. Truss Plates Ft 9197.1 - FL2197.5 N/A 1/1/2023 MTW12 .. ...... .......... .. . .... ... Fli . ... .... ............... . ESR-3455 .. . ...... .. . ... ... ............ . . ..... . .. . ....... . ........ .. . . ......... ... ESR-3455 12131/2020 . . 12/31/2020 MTS12 MTS16 FLI 0456.33 FL1 0456.34 ESR-2613 ESR-2613 12J3 l2_6f6_ . . . . . . ...... 12131/2020 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 N/A 5/21/2022 MTW18 FII ESR-3455 12/31/2020 MTS18 FLI 0456.35 ESR-2613 12131/2020 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 N/A 5/25/2024 MTW20 FII ESR-3455 12/3112020 MTS20 FL1 0456.36 ESR-2613 1213l/2020 MUGT15 Fl_ln4i ESR-3447 12/3112020 MGT FLI 1470.9 SIM200803 12131/2-02-01 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MSHA3.,56/11.25 FL1 3904.6 ESR-2616 1213112020 NFM35X161J FL578.3 Evaluation Report 12/3112020 MBHA3.56116 FL1 3904.6 ESR-2616 1213112020 PAU44 FL17239.13 ESR-3449 12/3112020 HDU2-SDS2.5 FIL10441.4 ESR-2330 12J3112020 12/31 020 GLTV3.516 FL1 0667.8 ESR-2615 12/3112020 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) ------ - ------ ---- . . .... - - ----- - ------- ----------- - -------- -------- -- APPLICANT SIGNATURE DATE ....... . .... ..... .... ....... .... . .. .. ..... ................... .... ... .... . . .. ......... . ...... .... . ......... . PHXJ3516 . . ............. .. . . ....... . ... ........ ... ...... ........ . ................ . .3 ............ _­­­ ... .... .... ....... . ..... . .. ....... ..... FL17241.20 . . ....... .... . .... ...... ............ ER-0200 . . .......... .... . .. ........... . .... . . .. ESR-3444 12/3112OM2 . . ... . ...... . .... .. . ....... 12/31/2020 FGTR CS16 FLI 1473.2 FL10852.1 SIM200802 ESR-2105 ... . . .. . ............... 12/31/2020 ... ... . ..... . ... ..... 12(3112020 RFUS I'Ll Evaluation Report 12/31/2020 111 FL10i ESR-2613 12/31/2020 RS150 FLI 7244.27 ESR-3455 12/31/2020 H10 FL1 0456.6 ESR-2613 12/31/2020 RT1 5 FL17236.3 ESR-3448 12/3112020 110-2 FL1 0456.7 ESR-2613 12/31/2020 RT1 6-2 FL17236.2 ESR-3448 1213112020 H1 0A FL1 0456.6 ESR-2613 12t31/2020 RT16A FL1 7236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12131/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FLI 0456.14 ESR-2613 12131/2020 RT4 ................... . . . __­"_____..__.­_­ . . .. RT5 I'Ll 7236.3 ..... . .................... .......... . .... ......... . ....... ... ..... _.- .. . . ............ . . . ............... FL17236.3 ESR-3448 . . ... . .............. . . . ..... ....... . ................ ... . ........... ­_­ . . ...... . ............ ESR-3448 12131/2020 .... . ..... ..... 12/3112020 H5 H2.5 F1_1045615 FL10456.11 ESR-2613 ESR-2613 1213T/-2020 12/31/2020- RT7 FL17236.3 ESR-3448 12/31/2(022 H2.5A FL10456.12 ESR-2613 1213112020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FLI 14703 SIM200803 12131/2020 RT8A Fli ESR-3448 12131/2020 Spi FL1 0456.41 ESR-2613 12J3112020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 10456.42 ESR-2613 12131/2020 _T�i_31/2020 SPT24 FL17244.31 ESR-3455 -F2/3-1/2020 sP4 FL1 0456.43 ESR-2613 SPT4 FL1 7244.32 ESR-3455 12131/2020 SP6 FL1045&44 ESR-2613 12/31/2020 SPT6 17244.32 ESR-3455 12/3112020 SP8 FL1 0456.45 ESR-2613 12J31/2020 SPT8 FL1724432 ESR-3455 12/3112020 SPH4 10456.46 ESR-2613 12131/2020 SPTH4 ......... . .. S.0; �H6 S-F�Hl� FL17244.32 ............... . . . . ... . ..... .................. . ..... I., ESR-3455 . ... . .......... . ....... ...... ­._____.­__'_._....__.__­ ..... ...... . . . . ESR-3455 ......... . ... . . ESR-3455 12/31/2020 ...... . .......... ­­­­ . . ..........................__._..._...1........._....... 12/31/2020 12131/2020 SPH6 SPH8 U24 FLI 0456.47 FL10456.48 Fl141 ESR-2613 ESR-261312/31/2020 ESR-2549 _TXYTfo�o_ 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12t3l/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL1 0655.4 ESR-2549 12/31/2020 Florida Department of Business & Professional Regulation Page 2 of2 Building Codes and Standards Product Approval Application Detail THD28-2 FL17232.16 ESR-3445 12/3112020 HGUS5.25/12 FL1 1468.11 SIM200804 12131/2020 THD410 FL17232.16 ESR-3445 12131/2020 HGUS414 FL1 1410 SIM200804 1213112020 THD412 FL17232.16 ESR-3445 12/31/2020 HD48-SDS3 FL1 0441.1 ESR-2330 12t3112020 THD612 ��H5144U4_ dtS�# FL17232.16 ..... ..... . . ...... f �­­' ............................. . . ...... ... ...... . iii�I .-f ESR-3445 ESR-3445 ......... . ................................. . ... . . . ..... ... ....... ..... ........ . . ...... . . . ........... .... .......... ..... . . ....... . ....... ...... . Report 12/31/2020 ... 12/31/2020 .... ..... ­ ...................... . ......... 12131/2.,020 MSTAM24 MSTAM36 MSTCM40 FL1 1473.19 FLI 1473.19 FILI 1473.19 SIM200802 SIM200802 SIM200802 12131/2020 .................. 12J31/2020 . ........ . ....... I .................. Quality Assurance Approved for Use Approved for Use Impact Desion seq Product Model, Number or Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant PressureUPHD8 18 26 Ga. Guli Min 26 Ga. Gull Roof Panel over 1x4 Wood 04/12/2024 Yes Yes NIA N/A/ Purlins over 15/32&quot; Plywood - 151.7 PSF 19 26 Ga. Gull min 26 Ga. Gulfl over 15/32&quot; Plywood 04/12/2024 Yes Yes NIA -N/Al -154.7PSF 20 26 Ga, Gull Min 26 Ga. Gull over 1x4 Wood Pi over 04/12/2024 No Yes NIA +N/Al 15/32&quot; Plywood -151.7PSF 21 26 Ga. Gull Min 26 Ga. GuIfRb over 1x4 Wood Purllns over 04/12/2024 No yes I +N/A/ 15/32&quot; Plywood -164,2PSF 22 26 Ga, Gull Min 26 Ga. Gull over 15/32&quot; Plywood 04/12/2024 No Yes I +N/Af -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. Gull over 15/32&quot; Plywood 04112/2024 Yes Yes I +N/Af -159.2PSF 24 26 Ga. Gull Min 26 Ga. Gull over 1x4 Wood Purlins over 04/1212024 Yes Yes N/A -N/A1 15/32&quot; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. Guli over IX4 Wood Purlins war 04/12/2024 No Yes NIA +N/A/ 15132&quot; Plywood -123.5PSF 26 29 Ga. GulfRIb Min 29 Ga. Gull over 15132&quot; Plywood 04/1212024 No Yes N/A +N/Al -146.OPSF 27 29 Ga. GulfiRlb Min 29 Ga. Gull over 1x4 Wood Purlins over 04/12/2024 No Yes N/A -NJA1 7/16&quot; C.S.B. -101.0PSF 28 29 Ga. GuIfRIb min 29 Ga. GulfRib over 7/16&quot: O.S.B. 04/12/2024 No Yes N/A -I -116.0PSF FL17219.5 ___.-Evaluation ER-0200 12131/2020 HHETA20 I'Ll 1473.9 SIM200802 ..11.213112020.. 1213112020 LGT3-SD52.5 FLI 1470.7 SIM200803 1213112020 LGUM26-2 FL1 1473.12 SIM200802 12131/2020 - 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 I Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside Wl ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET NO. PA 1.0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.1 of 8 12112/2013 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Popp ore 121122o1s Fonda Department of Business &Professional Regulation Building Codes and Standards Product Approval PP on Detail Pop1 a, 1/52018 Florida Department of Business &Professional Regulation Building Codes and Standards Produc! Approval Application Detail papa, a, 1=18 �♦ (a W (� > = Q _PI i- L �\ C= W /��O � � /f ♦ ' ; VJ � V O O L L O 1 e /s-( L� O 1/1 te��a 4- ''/^� l V _ V J O /V7J♦ W L }r U) O `v //ff �� /f� \&/ - ({� `+ O �pgg Entity or 1221 Zak Date Pendino �p Zvi Version Manu/acturer Conked Enelnaer&LJpense Yalldated Hv Vslldeled SubrI FBDa CAroyal Aooroved $letus Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F Schmidt. P.E. Ryan J. King, P.E. 1011512017 071122017 10M M017 12/122017 Approved Category; Exterior Doors (419) 298.1740 PE-43409 (813) 767.655E Subcategory: Swinging Extort" Door Assemblies rlckw@wbltlgconsullents. Compliance Method Evaluation Repot from a com Florida Registered Architect or a Licensed Florian Professional Engineer FLe2r3461.R2 ProtluCs:.- ,: ,. � ,� •; , '_ _ ...- - OualltyAesucem, Ap raved for Use Aoarovedfor Use jrI Delon Sena Prod uct M od of, N umber or Name Product Deacrietlon Contract Exmrmion Oate In HVHZ Outside HVHZ Resistant Pressure 1 a. ThermaFiber-Classic and Smooth -Star Nominal SMI;8 &quotNon-impact&gI Opaque 12/312020 No Yes No WA Tru Composite Edge Fiberglass SII Door gnswinglOutswi ; X eormguradon) �L Entity or Qgtg �igjl Date Pendlna 2411 z Q Version Mmuhcturer �gpfggj EnalnserBLlcenee Yalldated av Valldffied Submitted FHC A,, -,I Anoravad Status yg Revision 2017 ThenmaI Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 121132017 12/1342017 12212017 OV132018 Approved Category: Ed.rlor Doors (419) 298.1740 PE43409 (813) 7674M Subcategory: Swkiging Exterior Door Assemblies Compliance Method: Evaluation Report tom a Co. Florida Registered Architect or a Licensed Florida Prort sslonel Engineer Quality Assorts Aooroved Poi Use Approved for Use I...t Dgla. gaps Product Medal. Number or Name Product Deacdptlan Contract Ezoirffilo n Date IDJiYI.ii Outside -HVHZ .Rosetant Preasun 1 a. ThertI Fiber -Classic and Smoah-Sia Nominal 6&yA49;e &quolNo 4mpaa6quol; Opaque 12212021 No Yes No WA Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) i i21k Erd*i 20 no DaW PURNM to mm Winston PrDa Validated By y Submlfhd FW AODMVVJ Aborand AMR Revision 2017 Therme-I'm Corporation Risk Wright National Accreditation & Ryan J. long, P.E. 12202017 09/212017 121YZI2017 Approved Category; Extoller Doors (419) 298-1740 Management Institute (813) 767F555 Subcategory: Boosting Exterior Door AswmbHw ndav®tvabkWCanauBants. CempHM MWmd: ConfiscationMarkor LalMg coal QAIKVAseuranw Anaovd low the Approvd for ttee IMDUt Dolan SaeaProduct NbdL Number cor Rom F 161 Classic. i Roskftnt P 1 a, &qua;Classko Crmft&qu& ok and quobBrk enmark by 618 and 6N Opaque and LUezd Flbrglm Door with 12/31=1 No Yes No WA 7Uemr-Trull t; and without SkMaes. Mewling and Calming 990 EMNr or 20 20 Donto PwWlm 20 Mae YMaka tkrsdlGf m cont lit Epains, &lh� Vetidabd By Va(bWpq Submitted FOG Approvol Approved AMR Rwieun 2017 Therma•hu corporation Rkk Wright National Ak okedw& Ryes J. King, P.E. 12202017 0021/2017 12222017 Approved CMpory: Exterior Doors (419) 2Wl740 Management Institute (813) 767-M SubCaWM: Swinging ExWw DodrAseenibriw ride's®nvbN9oorNuk9nls. Coomdrlw Method: Certification, Mwk or Lhtlg can Guaft Aseumeee Amrtarod for Use hNO 2ift teas# PrpArl MorlN. Numbr gNarw in HVHZ Outsift HVHZ Resistant Ieninsula Sft 6 e. &quotAmooff rllquot and &qes uogBchmwk by III and SN Opaque and Glazed Fbu giveoor Dwith 12/31/2021 No Yes No WA ThermtTru&quok and without Sidereal. thawing and cluttering 6 ermt FaervC ossec am Smooth-s er Nominal 9;0 quot;iq_Impact&quot; opaque 12131 0 o Yes No N/A CC mpaslts Edge Fiberglass Single Do" nawing/Outswi ;X configuration 6 f. Therme,Tru Flber-ClossIc and Smooth -Sian Nominal UM9;0 B,quot)1on-Impecl&quot; Opaque 12M 12021 No Yes No WA Composite Edge Fiberglass single Door��11�� OnswingOAswing' X caldgurdon) 9 I. Thermt7ru Fber-Classic and Smooth -Star Nominal r>LAI &quotNon-lmpact&quot; Glazed 12/312020 No Y No N/A Composite Edge Fiberglass Singh Door (Inswing(QutsWitg; X caifigunadon) 9 I. Thera-Tru Fbar-Classic and Smooth -Star Nominal S&,#39;8 &quajlonlmpad&qua; Gazed 121312021 No Yes No WA Composite Edge Fiberglass Single Dow newt, /0LIIW ; X cone untion 14 n. ThertTm Floor-Classk and Smooth -Star Nominal B&#I &quoit Non-Impact&pool; Glazed 12/312020 No Yes No WA Or mposneEdge Fiberglass Single Door swi n. a r- s c mop a o n quo , o - lac tyt0 I. ra o es. ComposlleEdge Flbergiaes Single Door OrI.Ang/0ufswirg; X configuration) nswm ; X configuration) Florida Department of Business & Professional Regulation P.O.2 of Florida Department of Business & Professional Regulation Page 1 .11 Florida Department of Business & Professional Regulation P.O.I of I Florida Department of Business & Professional Regulation Pape I of Building Codes and Standards 120/2020 Building Codes and Standards 1law18 Building Codes and Standards iffimis Building Codes and Standards immia Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �,i 1kf53S R6 Products.- ,. . Quality Assurance Apurovdfur Use Aoarovsd for Use Impact Demon Sag# Product Model. Numbs or Name Product Description Contract Exalmion Date ID HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SGD OXO 12/3iW20 No Yes No N/A 14S3/4&quot;x80&quoit, NON -REINFORCED 2 SERIES 420ALUMINUM SGD SERIES--420ALUMINLIM SGD OX. XO XX 121312020 No Yes No N/A 98&qua;x80&quo1,NON-REINFORCED 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 121312020 No Yes No NIA 145-314&quot;x96&qua; FW6470.R6 2m early or 2da 21M Dab PWNNM 21* Lrst Vey sigagisom Contact 7iJ8dltld.� V AWMEM FIC Assuages Ananw d $tea! rg Services NA, Gory Plushlor 11292017 08110=17 12052017 Approved Revision 2017 Ciopry BuildingProducts Company Mark Wastedhki Irnedak TaWy Cdbgory: Extertor, Doan (613)770-M Inc. (613)51"ass Subcategory: Sectional Exterior Door Assemblies mwestefftwelopaycam ConoM a MWled: Certification Mark or LlWng F 996 EfdkLJB Io Dim 1 21M Mae Version Minub9mm idWagt Engineer. a, License ate FBC Appfply EY➢roved Abia Review 2017 Ciopay BWMkg Products Company Mark Westerfield Interbk Testing Sewicw NA, Gary Flashier 11I29Y2017 08/102017 12/05/N117 Approved Category: Exterior Doom (613)7704M02 Inc. (613)6/941566 Subcategory: eectoral Exteda Door Assemblies mwogwwoaape/.com compliance Mabod: Cedlwtion Marti or Llsft FLYTe1411n .Qgb linear or 211a titer Date Pleased no nae vanslop Man contact EgaMyC&Lb g Validated By )fllkfabd Submbod FDIC Accrued Aaaroved AMR Ravabn 2017 POT industries Dan Runk Meml-Dodo BCCO-CER Mlaml Dsds SCCO-VAL 12202017 1128M17 12252017 Approved Category: Exterior Doom (941)488-010D (786)310-2590 SubCsbpory: Biig Exterior DoaAssambks druarkeppBMustrisocam compliance M.Umd: ConUfiwdon Mark or DsNng 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No NIAFL@152794tBPfdl,%FL#152794W Products FLMs14i29Produeb 5 SERIES 420ALUMINUM SGD REINFORCED XO, XX 96&gUot;x913&qua; SERIES 420 &quct; UM SGD REINFORCED XXX 12/3f2020 143&qua;x96&qua; No Yes No N/A AW 37 Pro3rt YptlN Nunbwalleuur 037 Vv5-09 PAN-2F151: 84A, 94, 7$, 75,1500, 190, 76, QtMW Assamence, Pro Stall Pan (min. 25 ga.) SingbCer (up b 91W wide) 05212028 Anormsed for Aeorovd fer Use bound In HVHZ i BNWMa No Yon No D"h, Prw•r. +30 PSFI32 & a 53 Produo lbadN. NusdberaNauw 053 W5.18 PAN-2F163: 84A, 94, 73, 75,15W, 190, 4RST, Ontario,,A",, gp Steel Pan (min. 25 ga.) Double4ar (97 to 101' OS212028 Averaged for egg[ffid,EN In HVHZ Qom, No Use klwo< R l.Ul[ Yes No Rnl® +30 PSFI30 gIF 10 Product Model. Number or SGD-6570 (Lags klasib Impact) Qugft ANgrsag fig, V" Sdsg Glow Dom 04114MMI Approved for Um Aersmted.for IW AI gam Yes Yes basal Yes Design, �m WA 71514RST, 4RSF, SRST, SRSF, 2RST, 48, 42, 85, 408, IMNDCODE&t174; W5 Orange Dom PSF 4RSF, BRST, BRSF, 48, 42, 55, 488, 428, 55%Goss, wide) WMDCODE&0174; WS Geroge Doa PSF 428. 666, GD5S, GD5SV, GRSS, GRI ARIIS, AR5SV, GD5SV, GR68, GRSSV, ARSS, AR5SV, ED68, EDSSV EDSS, ED63V Florida Deparbment of Business & Professional Regulation Building Codes and Standards Pop I or 14=18 Florida Department of Business & Professional Regulation Building Codes and Standards Page 2 of 3 120/2020 Florida Deparbirent of Business & Professional Regulation Building Codes and Standards page 1 of 115=18 Florida Department of Business & Professional Regulation Building Codes and Standards Pep i of I I/51201e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail "1637417 i4a! ]'Yea Vonlop Revision 2017 IMovif&ctum CURRIES DNaion aAADG, Ina Category: Exterior Door$ 8uaCabpay: ExNrbrboor Components EcrA cJ r carried Enolser&License Validated By Dedic Dave UL LLC Ted Bannon, PE (641)494-2844 (305) US-4707 dave.dedlc@awaWby.oCategory:y:Serpoor talk no VAPAwwd Nkmad 11/302017 10262017 Dab PwOm "I Aauaxd go ADarowed 12A162017 $latlM Approved FtiN74g9 _B Pfotludral a �t Mg ValmlonNknufachm.CAS Revision 2017 Ciopay Building Products Company ce ctionad Exterior Door Assembiles, fro isr, or Emimw alAsnw V&Utlabd By Mark Westerfield Intederk Twang Services, NA, Gary PkMhW (513)770L082 Inc. (513)519-8668 d@o19peY am 219 21M VaNdWad Submbod 1129/2017 08/102017 paw pendm 211a FDIC AoomavN Aparovea 12M&2017 Status Approved F1a15279.R9 IyES Var}Ipa Revision 2017 Mandmatu r Ckpay Building Products Company Subcategory:Sectional Exterior Door Assemblies Enter at ¢gMecf Erdlkww,&Li� VIkbW By Mann Westerfield Interta Testing Services NA, Gary Pbshler (613) 770 80g2 93588 Ina (513) b1 mxesteMeN@dopay.wm 21M 2ok Dab P4rwino Yald@W SubM(aM) FOC Aswroval 1112a=17 081102017 ld. Appyged 12f06/P017 Rum Approved Quality Assu neo Approved for Use Aumoved for Use impact Design. Sao # Product Model, Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pres�g 2 185 SH 52x72 Fin/Flange France lI Single Hung 10/082023 No Yes No +801-60 Laminated Glass complexes Matltnd: Dereliction Mans or Losing m compliance MWwd. Certification Mark cr Latkg MWcd: CedlenSat Mark or Lhtlnp F1.F7f &174t7 Proddente Product Model. NuwAwaMary Quality Agoura APorovd for Use fitH o A-,,,,d 1, Use oubaft HVINZ Imgr& PA@bkbg g-h. p3 m FLXIW"W PrdreYa Ala Pf d Ndel.NrabsrarName Quality Ass Product Dudfhglan Caesars Expliadon Date Aomord for Uee Aprmpyd In My Outside far Use staged ell RmhftM poss. pJ eF +.Fffi1tsts AKI Product, MoM.Number orNmr GLiL4 tAB� ADDrovddflue Use APurovd far Use In HVHZ DptsldaIII heads assistant Onion Pmryrs � - 1 807, 707, 727, 747, and $47 Single and Palm of Dose Flush, Glazed, and Lowered sMpls and palm of 12131=11 hobo. metal doom. Yes Yes Yes WA 85 086 W5-08 PAN-2F153: 73, 76, 84A, 94, 42, 48, 42B, 48B, 4RST, SRST, GDI ORBS, AR65, EDSS Steel Pan (min. 25 ga.) Single -Car (up to 97 wide) 051 WINDCODE&#174: W6 Gangs Door No Yes No +38 PSFlI2 PSF 102 102 W&16 PAN-2F163: 73, 76, 84vt, 94. 42, 48, 42B, 4813, 4RST, (IRST, GD6S, GR5S, AR68, EM Steal Pan (min. 25 91 Double -Car (97 Is, 187 0611 wide) VANDCODE&t174; We Gore" Door No Yea No +37 PSFA41 PSF cz c� Florida Department of Business & Professional Regulation Page 2 of2 Florida Department of Business & Professional Regulation peas I a I Florida Deparbllent of Business & Professional Regulation Page I of I Florida Department of Business & Professional Regulation P.g.1 ore O Building Codes and Standards 12m2020 Building Codes and Standards I1swill Building Codes and Standards 1/6018 Building Codes and Standards WD12020 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detell Product Approval Application Detail Cc& ]ygg Version Revision 2017 Manufacturer MI Windays and Doors Category: Windows Subcategory: Fixed Compliance Method; Certification Mark a Listing III or Contact Engineer 8 LicareI Validated By Brent SiII American Architecture] Steven M. Urlch, PE (717)365.3300 Manufacturers Association (717)317-8454 bedingergmiwd.com Dole ate Validated Submitted OBA42019 06/042019 Oat, Pendina FSC Approval Dt. A 061072019 status Approved PU2434M C mm version Revalard 2017 MNUAactu PGT industries category- Windows Fixed compliance Compihnw Metldod: CertlOcetloil Mark or Letlng Entara Correct Engawar& IJeanw ValWasd By Item Ruerk MexnFDade SOCO -CER Mbml-Dade SCCD-VAL (941)488-0100 (768)315-2590 dnerk�pglMdustrba.00m 21M 20 Dow Pandas 20 Awoved 1220017 12/082017 12/252/117 $kilt Approved rs23e4i6 Clip jya9 meralon Revision 21117 NUPAWWW PGT Mdnwn Category: Windows Cu pO gmy: Sires Hung Compitenge tleghod: Certification Mark or Lhtlnp14.024341ift EWba evabid Endorser & LiwnwyalWebd By Dean Ruark MIam4Dde BCCO -CER MiRMW)ade BCGO- VAL (941)486-0100 (736)315-2690 dnarkQpgtlndwbbs.com 20 M 12201 17 12f08017 DW Pending -Do 12261 17 Approved F1:djd351-117(erdducrs Sa i. Ek ! Product Model. Number or Name � I He 188 Fin and Rena Frame Qallta AssLra ce Approved for Use Approved for Use Product Desaloloo Coudract Emimllon Date In HVHZ Outside HVHZ 73x62 Insulated Class 0211E 024 No Yes Impact Resistant No Deslon Pressure +55/-55 � - %I}33i9-R12 Pod9reld- _ Products BAUM Products se" Product Model. Number or Name Quality Assurance Product Description Comract Exolretlon Date Aooroved fro Use Approved for Use In HVHZ Outside NVHZ Impact Resistant Dsion Pressure 12LE Product NoM. Mmnwr or Name Gillette Anumw4 Answayind for Use Approved for Use In HI ,oubd1 , DOMM FAR ,$il9f Praduct DmdmGm Contract Elokadm.Dab Approved for Use ADDI 1D11YIQ, for Use IMom .HVI Rhftnt gig pJ m 1 185 PW 73 x 72 insulated Glass 04/03=23 No Yes No +60%60 9 PW-5520 (Large Missile impact) Vinyl Fled Widow 041301 Yes Yes Yes WA 7 SH-saw (Large MWIb Impact) Vinyl Single Hung Window 07/30=0 Yon Yes Ya WA Florida Deparbnent of Business & Professional Regulation Building Codes and Standards gape 1 at 1162018 Florida Department of Business & Professional Regulation Building Codes and Standards Paea 1 W2 120I Florida Deparbnent of Business & Professional Regulation Building Codes and Standards Page I of 1 1162o18 Florida Department of Business & Professional Regulation Building Codes and Standards Page I or 11=018 O }a W, Product Approval Application Detall Product Approval Application Detail Product Approval Application Detell Product Approval Application Detail t 04H sm mm VMlat RwWore 2017 Ili Thagwy: Corporation category: Ederbr Doan Subcategory; Sol gig Extsdor Door Assemblies Gampbrre Me1hd: Evaluation Repot kpm a Florida or a Usnw6 Florida EnW or Contact Enokrer & LMorms VsbddW By (Rick410 Wright Lyndon F. Schmidt P.E Ryan J. 767.6g, P.E. (418) 2DB-174p PE-434p9 (813) 787.855E dolmonerbklgcomutiants. win go Val i iW18/2017 10/182017 DW Piodnp FBC Approver tOr2220f7 12112/2017 a Approved Se a (Quality Assuran ct son tl i Approved for Use A,orgvd for Use Imoaa [ Design Pressure FLM1.R11 .b Miss Vey Revision 2017 F3a41Pradeeb t PGT Industries Comm: VAndovrs SubGbporyc Muibom Compliance Aetlod: CertMoan Nam or Lhdnp E� Epps ValMabd By Dean Ruark MlamFDaG BCCO -CER #9enFDde 8000-VAL (091) 486-0100 (788)315-2590 dnodo&gtidusbk».com Pak 291 V11 12t052017 1IRS2017 gk FJ Approved 121092017 Amity Approved FLt1319246 200 3va Vralon Revision 2017 WmwfaBblrst Jranes Hardie Building Products, Inc.Pingshery Category: Panel Web SuhCatapory: SMIg o Florida and Archbedr a Urid FloridaPmf"sbmlginaer Pmlealkenai Engineer E W or Sr11o&t Enabrw & Lb me Validated By Zhu Ronad L op" John Southard, P.E. (900) 349-2927 PE1A121 (362) 387-2828 pin9etogshulit)ameshar � Io ) Via i F 081 17 011 17 081282017 go Approved 101101 7 Approved � V _ > O L 2 5764 Vemcal Alumdnum Mullion 121312020 No Yes Yes NJA EI PBtllbda .Seas ProduaModN.xnmhoraNmr Ct»>>tel.4�edadw Asn raved far Use Approved a1J1YJ>b for Use lnw d ! tw P.r�trs. A�yt31924t6 Produces gat Product Model. Number or Nrse G-Bb Assume- Caomct Approvedfa Hula Use _ Acclaimed hiRW B"kYld Design PP. 1 Mullions forAll Doom and WMdows Aluminum Mullions 06282021 Yes Yes Yes WA -8291 Pm3rLModM.Numsra Nww xwerenred for _ Aoo �forUw Outside HVH2 ROIVA Pressure i.fng 1 o.&quot;FbeiCIww1c&quot,&quok6moo0h8br&qud;, 88939;88quotimpaa&grit Glazed Feeglwa 12131=1 No Yes Yes WA 1 Complarlk Lop Sift fber-carom lap sitting 12(312120 Yes Ya WA WA Cz &quokcWak:cmft&quok a &quo ;chaalccmfk SMgh Door - (X) Imwlg or Outswing Configuration RuMb&quok C O L Florida Department of Business &Professional Regulation Paps 1 a I Fonda Department Of Business &Professional Regulation Pape I of Florida Department of Business &Professional Regulation Pegs 1 a 1 Florida Department Of Business &Professional Regulation Iesps 1 a I Building Codes and Standards rm v5ta Building Codes and Standards 11�18 Building Codes and Standards A ao,a Building Codes and Standards arm,e ' ) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ICU M W El.11112 $l FWSts2.rrs F.t�lAii.BtBi Sok nrsg Vmlla Revision 2017 1i01� Jsmes Herds Sulk9np Products, Inc. Cl mwr. Panel Wab Subcatgory: Siding ComWHa MWwtl: Evakmdm Report lam a Florida RegisteredArchitect or ■ Licensed Florida Professional Engr eor Etd ly or S� Engineer Validated.. By Plgsheng Zhu Ronald I.Ogaws John Souhard, P.E. (900) 349-=7 PE-24121 (352) 307-2528 pM9etang-zhu®Irnsher die.com )� Do y v BibmWAd 08252D17 011VOW17 ILk.f�ffi FOC Ap l 0S2M17 Pak. A 10MOM17 Approved lad2 Varelgu Revlabn 2017 Mmmbaml James Hartle Building Products, Ina Catem: Panel Wald SubCabpory: Sidtg Comptlo-MWdod: Ewkwtioo Repot from a Florida Reptsterd Ardddbct or a Licensed Fbrlde Profoakml Engineer Entlb a Contact EeaknL&.LkalalyerHebdBy Ping sines; Zhu Ronald t. ogaw , John Southard, P.E. (909) 3491 PE-24121 (352) 367-2626 pi gsheng.7hualart ashor dh.com � DW Dos Pearson Rik Valklobd Submbpd FOC Approved OBi2612017 CaMB 017 08212017 10/102017 AMR Approved S3ds mm Version Revision 2017 M,,u N, Atslde cabgmy: Panel Webs SubCd om: Soft compliance: Report 9om a Florida Regwemd Ardifted or a Lewneed Florida ProtesslmW Engineer Eli our. shallow & Licam VWdordBr Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (330) 922-230 PE43409 (813) 7674i555 mhompsmeahide.wm D� go V Hdmbd Submitted 10/p42017 10/032017 Dab Pending gk FOC Anstrovel Apapgyed 1011IJ2017 121122017 HtahN Approved Sr& ]ya5 Vars1gB Review 2017 lLtmgiacbnr Alslde Category: Panel Maps subcdbgpry; soflge Compliance Metod: Evaluation Report frori Florida Registered Archeed or a Licensed Florida Professional Engineer P� .Csntagt Enakrer&Lk- VdMabdBy NkkThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (330) 922.2389 PE43409 (813) 7678555 nthontpaon�eakb.wm 2ok am Dot Pfram YlIWOed submitted EWAlarevol 10l042017 1017 /01 10/112D17 gma Agwmad 12/122017 Ek6m Approved W Q �L FLa131924b6 AMA Prdueb Product Miler. NdarnberaNerve closing Avenging, AlKwand for Use in APWoftd..fcI tim oubwe HVft2 IMM Resistant ! Ply FLH3192.R6 ARM Predudeb ProduetModN. NuuhhMra Nanr A�.for t;ealyd 1BiQl$ Optg&HVHZ !; Prwun � a $4� Product Mosier. Ndmhen a Name Product Dmdobmh C EWWM eta �F Aaaoved for Usa Anorovel In OUM& for LW mumwt RKRR h1eM pnhm FJmIEa €ea! Product Model. NumbenaNrne Outlet ,9eurance Prodgnet paesdalon Caftct Mutuffim ApproM for Use Aataoved for tW Dde 8!l !'L odrterde NVHZ LIRMM !k4l� Rift Pressure z 2 Hardi$Plmk Lap Skbng ibeo-srlrnt ep acting 12012020 Yw Yw WA WA 2 Hard*Plank lap SMing Ow- enrrd lap siding 121312020 Yes Yes WA WA 1 a. &qua;21r&quot Sofro Vent a Sdld Vinyl Sets 12/312020 No Yes No N/A 2 b, &gWWDence T4&quot; Soffit Vent or Sad Vinyl Solt 12/312020 No Yes No WA J 0- SHEET NO, PA 1. 1 c— Flor des Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3of 3 120/2020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 laOZUZO Florida Department of Busing & Professional Regulation Building Codes and Standards Product Approval Application Detail Po m+ it511018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I itSala f (D VJ U 0 -a—+ 1- = Q O 0 r+ � CV /�t 1 � T"!1 ) ' ^ V/ VJ (� "' cz V O 0 .L L C O LL M O �a 4— � -0 � O - ^, i+J (I }A r^ V / ^, W ♦� O ^ <L code Entity or we Date Date Pon("- We T Manufacturer t Engineer & License Validated av V Submitted FBC Aaorowal �Dm Version Contact Validated Approved Revision 2017 TAMKO Building Products, Inc. Kenn Eden Zachary R. Pdest Locke Bowden P.E. 10/19/201? 101D52017 10202017 12/12r2017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 SubCategory: Undarleyments kerd_edm@tamko.com Compliance Method: Evaluatlon Report from a Florida. Registered Architect oraLicensed Rarida Professional Engineer ..• � . :,�. ,..:.,-. , :. „ . -.Florida F ...., . Quality Assurance Aooroved for Use Aoorovedfor Use m ct Deslon sea k Product Model. Number or Name Product Descrlotton Contract EmlrWlon Date In HVKZ Outside HVHZ Resistam Pressure I Fil1a184t2 Dods Bidder or Dig Dim Do% Pending Dig 1!m! YeLd9II limm�rAgu Sn»yd EDg�il� YII�L YlIWdW $10� fHS.lr�m1! Emam Revision 2017 L.V. Thompson, be. dbs Thompson Arddhchfrol Tony ChrlsMan Zachary R. Rest Locke Bowden 10/102017 10f1O2017 tat172017 12112/2U77 Approved Matta Company (TAMCO) (813) 246-3468 PE-74021 (334) 300.1800 Category: Roofing tenyQganetekoofing.ean SueCabgory: Roofing Accessories that are an Integral Part of Oro Roofing System Compliocc Method: Evaluation Report thorn a fteD tsbratl Archadore Licensed Florida Professional EtKtinar Im1M6 Dillon ilea! Product Modol. Number or Name in in Q, h Pneklrs 1 TAMCO Flat Top OB-Ridgwit) Bella for Vent wBelforT9s 28 ice. stage roof "Irrigator with bame 01110 928 Yes Yes WA WA F1.019918-R2 Dtde EpygLg 201 Dom Dim DW IYgt Yf619a tYmlCeGal[4L SegohKt EOgIOtlL�.t� YsilubbtlSv $tom ✓III RftWm 2017 L.V. Thompson, ke, des Thompson Ardmech rai Tarry Chragnion Zatlury R. Peet Lode Bowden 101102017 IOMQ 017 10/172017 12M22017 Approved MCLp Company (TAMCO) (813) 248.3458 PE-74021 (334) 300-IWO Category: Rooting tonyfiligarotakWBng.rbnt SubCW9arY• Roofing Accessaas that are an IragralPad ofthe Roofing System Complince 100 ,: Evaluation Report from a Reg Florida Registered ArdlNed ore LbenadFbrda Protessbnal Engineer QuaftAlmg�'a Atmtsmfar djorUse AcommilIbo IM219 Dedm AgaProdretllotleL NraNMr or Nuns In Him ! ECeMnm 2 TAMCO Ooosenedt Vent 28 ga. 0&0912028 No Yes WA +01-62.5 Cggg Entity or 20 We Date Pend no Data TTypee Version Manufacturer Conact Endneer& License Validated By Vaildat S briided FBC Approval Approved st t s Revision 2017 GAF Michael Stieh Robert Nleminen John W. Kri—A h, PE 12`112019 12I11/2019 12/182019 ding FBC Appn Category. Roofing (800) 766-3411 PE-59166 (954) 772-6224 Subcategory: Asphalt Shingles mstI hQg.f-.- Compliance Method: Evaluation Report from a Florida,R�gisteredArchitect ore1.1—sedFlorda Professional Engineer .: .. .._,.. , .. � �, .:,.... ,.:, :. , .. ,:• .,. ,_. "" , ., , . ,: ..�. .; , ..,: , , , ,,., ,.:• . , , .,: ; . , , ,.,. , ..:, , . . „ ,, ,. , ... QualityAssurarlce Approved for Use Aorrontlfor Use Impact as AMA Product Model. Number or Name Product DescHuttpn Contract Expiration Date In HVHZ Outside HVHZ Resistant Pig gVL@ 1 CAF Asphalt Roof Shingles Fiberglass reinforced3-tab, laminated,Stabend 12/16/2022 No Yes N/A WA hip/ridge asphalt shingles 6 No. 15UL sit saturated anlcfelt 10/182021 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Pape i a1`1 Florida Department of Baseless &Professional Regulation Pale 1 at Florida Department of Business & Professional Regulation Paq+aff Florida Department Of Business &Professional Regulation I'.as t at Building Codes and Standards VW101e Building Codes and Standards iB20ls Building Codes and Standards v5nas Building Codes and Standards 1rs1:2018 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Pi-Ma918A2 FLa21880.R1 Code Entity or ggje Data pate Pending Date FW62i8.R2 TVP- Version Manufacturer a ci Endnaer & License Validated By Va9dat d Submitted FBC Approval ApprovedStatus . Yet 22112 Version MAnuf eMm Eaft or VaHdid dev 29m Validated Do Submitted D FBCA�4Yd Dads Aflamnd Emam Dade Inm very, Saw or VMkkbd av 2MI 20 am pencom Vey S b kt d FQC.A�d Dde A Elaam Sgd2 mm V-1- lmmd� Eta bot Sa[rarer a LValidatede Validated av gem 20 Valit Pending VthhElm F&C Approval Dam A� so&. R.A iat 2017 L—re., Inc Category: Roofing Andrew Certsr James L. Buckner, P.E. Steven M. Ud.h, PE (501)982-6511 PE-31242 (717)317-8454 04/092018 12/182017 04/15/2018 Ml 22018 Approved RevWon 2017 LV. Thompson, Inc. dim Thompson Architectural Metals Company (TAMCO) Category: Roofing Subcaegory: Roofing Accessories that are an IrdegrW Pad of ihs Roofing System Tory Christman Zachary R. Peet Lade Bowden (813) 2483488 PE-74021 (334) 30G.1800 tonyQparmWoofing.com 10/102017 101 1ar172017 12M22017 Approved Revision 2017 LV. Thompson, him as Thompson Amdieecturel Metals Company (TAMCO) Category: ROO" Subcategory: Rooft Accessories that are an Iragfal Prat ofth r Roofing system Tony Christman Zachary R. Priest Locke Bowden (813) 248.3458 PE-74021 (334) Sal S00 tonygliggamgmkpoMg•mn 10/10=17 10MQQ017 101172017 12/122017 Approved Revision 2017 Florida Metal Products Inc. Ceaapoy: Roofing SabCmbgory: Roofing Accessories that are an Integral Pad of the Raaifep System COVORInm Meerod: Evaloredn Report from ■ Clark Jones Jama L Bucker, P.E.Q Michael Join Rierner, (lob) 78"400 Call Enginee" P.E dadrQflameo.cost PE-31242 (561) 414.7557 10251E017 10AMM17 102720i7 12H22017 Approved Subcategory: Roofing Accessories that ate an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fbnde Praessianal Engineer acadero'(omanco.corn Compgom Method: Evaluation Report from a Florida RagNbreA ArchMW Or a Lkenaed Florida Cemeteries, Mothed: EvakwOon, Report from a Florida Registered Architect or a Liwneed Florida Florida Registered Architect Or a Uoeaed Florida Professional Engineer F,�Li}178tl2iR3 Plraduet i > .: . _. .. - , , - .., .. .. ,., L Probeslorral Engineer Professional Engineer He'2168pR1 Products Quality Assurance Approved Approved for Use Approved for Use Impact Design Product Model. Number or Name Product Description Contract Expiration Date In HyRZ Outside HVHZ Resistant Pressure Approved for Use Approved far Use trsgail Dalm 1 Deck-Anrt"DA-4 Low PrWtle, Polypropylene Plastic, Roof Vent 07/402021 No Yes No +97.5b97.5 Approved for dbs Approved for Use bvAwt Dlldon Quality AWLMW41, Approved for Use, Approved for the lmaegl Dothan Seg2 P Daadabon llim dl? Q i ) Mechanically Attach ad to Plywood Deck. $9aa wim oufd(It�a 13s J dmaa Product Mont. NanrMe or Nara In HVKZ d9m f ! 3 3-FU1MC0 8quolFtV 10 Ridgs Vsrd&quat Aluminum Ridge Verb for phoned of. tooncatsd 12/312020 NO Yes No WA 3 TAM00 Off-R 0ge Roof Vent with Balls 26 ga. static root wn61etor with In"n ed begs 0910111 Yes Yes WA WA 4 TAMOO Round Top OffJUdgs Vent with Bedts for Tie 26 ga. static roof ventilator with bells 0&082026 Yes year WA WA from D.OW Alumnum Florida Department of Business & Professional Regulation Pages I of Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation page 1 .11 Florida Department of Business & Professional Regulation papa 1 put Building Codes and Standards 1/202020 Building Codes and Standards i20/2020 Building Codes and Standards 1202020 Building Codes and Standards Iffi mte Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ljgg Revision 1978d ii 4 Version 2017 94141 Products Manufacturer Bored Roofing Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from fl Product Evaluation Entry ... EMIN or Contact Engineer & License Validated By .. Anderson Rotxn IAPMO Umfofm Evaluation Gary W. Welker (801)3806091 services LLC. (205)854-0160 RobIrAndersaigboral.co m '_..- .: r PAR Validated 10/182017 Dg[g Submitted 10/062017 Dade Pmdina FBC Approval Data Approved 10212017 status Approved Code Type version ... Revision 2017 Manufacturer Global Protection Products; LLC. Cataeory, Shutters Subcategory!Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fbnde Professional Engineer • : ,_ Entity or Contact Enalnser& License Validated By .. .. .. laid Robinson Weller A. Ttlit Jr., P.E. John W. Knezevicn,,PE (954)689-7545 PE-44187 (954)7725224 dlm.robinsm @gppentctlm : ; ;. -:, Date pate Date Pendina Vell. dm.d Submitted FBC Approval 09N62017 08/31F2017 09/112017 '• ,._ 2& Aomovsd 12{12/2017 : status Approved • COO Type Version Revislon 2017 L#f78881R2 Manufacturer Al American Shutters and Glass - Category. Shutters Subcategory:. Brain Panels Compliance Method: Evaluation Report from a PlaceRegisleretl Architect are Licensed FloridaProduct Professional Engineer -_ Products. _":. Entityor Contact Enaltrow &License Validated By Mika Barbieri Frank L. Bernardo, RE Troy Bishop, P.E. " (561) 712 9882. PE-0046.549 (954) 947-0880 mlkelogallameritanshutte rs.ccm Pd(Q Oat. Date Pendlna Validated Submitted FBC Approval 10/18/2018 10/18=18 10232018 Data Approved 12111/201/1 Status '� proved L7r!!lr9.Bd. .920 mm yerelorn Revision 2017 FLN999.MProducts tips BWblg Component Group Inc. Cebgoy: 8budurolCanpoaMa Subcategory: Trues Pbtes ComplianceWrod: Evaluation Relmrtfrom a Evaluation EnfMy Entftv g Erman&License Valkidw By - Stuart Lawns ICC Evaluation Service, LLC VRlgem M. Panted, PE (847)9188473 (407)601.1917 sleydeQapineitw.uouri go 20 go VIkbftd Submitted FOC AODFOVId AgarArviod OB/182017 OaD72017 0921I2017 Abba Approved tam Product Model. Number or Name QuWLLv Assurance Product 0ascrlption Conrad ExOlratbn Date Aoapved for Miss 1P INo Approved for Use Outside HVHZ eoaa It et t nt P(eSSUr. ill RS, �'��)'�',::; sea # 1 dice ..... Product Model. Numbest or Name 20 Gage Galvanized Steel storm PsnelsfHVHZ ... ,._. Quality Assurance Product Description Contract Expiration Date Corrugated Galvanized Steel Stom Panels retained 12/312020 _ Approved for Use Approved for Use In HVHZ Outside HVHZ Yes Yes Impact s a Yes - .. " Design Pressure NIA sea # 1 _. Product Model. Number or Name 24ga Galvanized Steel Scam Panels Quality Assurance Product Description Contract Expiration Date 249. GaNanized Steel Storm Panels 12/312020 Aooroved for Use Approved for Use In HVHZ Outside HVHZ Yes Yes Impact Resis[am Yes - Deshn Pr_ es=u ec r N/A �.a 1 Product MedeL Nmm�berorMorne nyy gCGiAjllrw Higher Stren+g01 (H Benp; B) QIMBOCAemge0G6 Medal Conrnector Plate 12212022 A outside t' Yea Yes WA LrsaMlrs WA 16 axony e e - is o, es 17 Saxony900- Country Slate Hartford Slate Shake, Slate, Flet Profle.-Stockton, CA 12/31I2020 No Yes N/A N/A Split Old English Thatch or notby tmOks to provide hurricane promotion. 18 19 Sexon1900 • Caintry Spite, Shake &amp; Slate. Saxony:900 - Country Slate, Shake, Sala &amp;:Split Fiat Profile Henderson, NV 12/312020 Flat Profile Lake Wales, FL 12/312020 No No Yes Yes NIA N/A NIA NIA Shake 20 Saxony 900 Shake &amp; Slate Flat Praia CA 12/312020 No Yes N/A NIA 27 28 i a VIia 900 um Proffe- Denver o Medum Profile - Lake Wsles, FL 1213112020 No No Yes Yes NIA N/A N/A N/A Florida Department of Business & Professional Regulation Iigs 1 d1 Florida Depa. brietkt of Business & Professional Regulation Page I pit Florida Department of Business & Professional Regulation Page 1 of I Florida Deparhnerrt of Business & Professional Regulatitsn pope +all O Building Codes and Standards Ilmots Building Codes and Standards 1/Mill Building Codes and Standards V=la Building Codes and Standards i/520ta Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0 d Dgde Eaft or Dole gm Deb Pending 21K "IE94t$ Ddde Enft or Dom 20 Ate Pendlno 21M FLe199$M Dtgt EMM or go gig, Dab Pendlno Dog FLM974t6 Cede Eager or gig 21M Date Pleallm gig LM Revislon Version 2017 kunurwLnll IT IV Bustling Components Group Ina Callow. Structural Components Subcategory: Truss Pita Emb2sc&6ksme Vdidsmd fir Stuart Lewis ICC Ewluobm Service, LLC WWJDM M. Rarderl, PE (947) 918-6473 (407) 6814917 aewlsQalpineitw.00m Validated =19/2017 Submit 09A17/2017 FOC Appealing Agnroved 00/21/2017 tang N Approved lug! Version Revtsbn 2017 ! nW Susdag Components Group Ina Category: Shuck ral Components 8ubcdogoy: Tress Phtee COT"Ct P.roIDtordL License Validated By Stuart Lewis ICC Evaluation Service, LLC Wiliam M. Ranieri, PE (847) 918-6473 (4071881-1917 alevnlsQalpinWw.omn Validated submitted Egg Eoaaul 09/192017 0=712017 Alienated 09212017 Broom Approved LM Version Rayhbn 2017 tl rsr ITW Building Components Group Ina Calregary, Structural anponama S1dCaaDarY: Thuile Pieta carried Engineer & Lkasseei V fidmtsld By Stuart Lewis ICC Evaluation Service, LLC WMorn M. Ranged, PE 7) 91 - 7 elewieQapirm8w.cem Vesdlmd Submimd 1O Agg[mul OOvlQ 17 O9ro712017 A—twed 0&21121117 $Plus Approved mm vmhm Revision 2017 MargdftA rsi Mh-Tek Indu*IM Inc. - dun omponems BubCWgory: Tnns Plata Cemul EngineeLilit~ y.11debd 9, David Wert ICC Evelrapon Service, LLC ICC Evaluation Senlice, dwarlQrtolcarru 05) 699.9800 voldltmd aid iBD Agormfd Aeroraved 10/1 W2017 10/192017 1012212017 Ali" Approved QgerPfbnce 11ell+od: Evaluation Report from a Produra Evaluation Emily Cemplbnce Method: Enluetbn Report ft. Product Evaluation Entry MWnEn Reportfrom a Product C-nWaBon Eru6ty C E onplbrru MWrod: nlwtim Report than a Product Evaluation Err* — Q( Auonved for use APB IM2W Version FL#l9N4t& Products Qimllly Assurance Aggrieved for Uso Approved for Use Indeed Dothan Qua➢MrAnduranee Antlered for Use Aagrgved M the WH*d Dsfdlo FLt21974M Product QLMWAM Approved for Approved for dbs MIGO 229a AKE PreduetMerW. Nunhar or No ne Product DScdation it Inc t11mZ Outside, Rosmmm CrsuYm EffiE ProdctMo Mel. NraMr or Nor a Produce Degradation Constarsol, Emigration Dab ID HM DddaWeHV Z dmldamgl PmWDI Ala PM#MAMedel. NumAMr or Norne Product Dissertation CoMnet Expkgftn Cab Io tlVtiL OUM& ftofttkm Philistyg 1lma Product Modal. DunamrarNune In oubkb Resistant Pressure 2 nW BCG/Alprm tinge Plate Metal Connector Plot 12r312022 Yes Yes WA WA 3 ITW WWAplue Tmlox Metal Connector Plate 12/31/2022 Yes Yes Ni WA 4 ff W BCG/Apine, Wan MNM Connector Plate 121312022 Yes Yes WA N/A 1 M1SSHS 18 ga. super high strength true connector plats Oilola 23 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Page I d l illogole Florida Department of Business & Professional Regulation Building Codes and Standards page t Of 115=1e Florida Department of Business & Professional Regulation Building Codes and Standards Pop I or 1 1=18 Florida Department of Business & Professional Regulation Building Codes and Standards page 1 of 1 1/5,20+8 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PLf21974t8 LM 240 Versma Mossifircitureir Erltlhr or Cardent Em1neer4LLaD9E Vdld"W 9v 1� ymid fl � EWmIMd ! 1°BQArvovd DoleQQda Aglamnd Amain FL21S74M nms Verson _ Enddr, w 4sDmd Enalmoser&Lkc VaHabd By � DoesD V71KddW aghmmad FBC AgaroW � A AMR �O7A6 � mm Version d nufmcbIffi Erul%v or Carried ErosiaraLlaae vandebd By !� !� ! Validated submitted FBCAwr-W Dam Ag9mvei Etdko. FLM$74M SRda Ina VNWM tmmlf@Mmr 1 Sdmmst EggiwerA, License Yuldided By D!m � d Dam Vmldtd suhmbw FBCAgerarsl At>aroared $m6. r ^ v J Revision 2017 Minsk Indusliies, Ina Category: Structural Components C.PU egory: Thes Plate Complance Method: Evaluation Report from a Product Evaluation Entity David Wert ICC Evaluation Service, LLC ICC Evaluation Service, (314) $51-7450 LLC. dwmtQmii.cem (205) 5WO800 1 N792017 IOII 2017 10222017 Approved Revision 2017 WT*k Industries, Inc. Cetepory: Structural components Su6fAbgPlain ory: Truss Plain ComOkm Method: Evaluation Report from a Product Evaluation Entity David Wert ICC Evaluation Service, LLC ICC Evaluation service, (314) $51-7480 LLC. d (206) 699.9BOo 10/192017 tO119t2ai7 10222017 Approved Revision 2017 MITek Industries, Inc. Category: Structural Component Subcategory: Truss Plata Complbmce MWmd+ Evolution Report from a Product Evaluation Ell* Davit Wert ICC Evaluation Service, LLC ICC Evaluation Santee, (314) 851.7480 LLC. dwerlQrWLwm (205) 599.9800 10/791T017 IOMW 017 10/222017 Approved Revision 2017 MITek Industries, Inc. Category: Structural Components Subcategory: Truss Platersdwert®mil.Oom Comptbnee MWmd: Evaluation Report from a Product Evaluation Entity Davld VVert ICC Evaluation Service, LLC ICC Evaluation Service, (314) 851.7480 I.I.C. (205) 599.9800 10/19=17 1 W1912017 10/2=17 Approved /'� `v /� O f=17411fill Product FlW2197418 Prodra:b F1g2197416 Prodnrrie, FLA2/9T4t8 Produce QualmLAaM@mincol Aersmn9.farShes Approved for Use INVAd oedo DIMMAIafa.lfd ApprormitforUset AgargifffimLUm brand RNWO GLULWN Amingilld.for 1m4 ApprovediftiAlso Immd Desmn Qt1Wlr Assurance Approval for the Approved ter its lttwed Dlfidan � seta 2 ProduoMOM. Number or Nora MII 18 Product , cQ�dolikils 16 ga. truce connector put 01/012023 in film Yes Outside .KVR Ya ! WA Pre"um WA AMA 3 Product Model. Nrarosr or Name MT18HS prig,powotion contract Expiration DWA 19 ga. high saran l tnge connector plats 011012023 III outsells, HVHZ Ya Yes Ratito9 WA pressure WA 419.! 4 Pmellud Modal. Number or Hmn MT20 Product Domolkdm CorAmetRygmUMDOM 20 ga. truss connector plate 01MUM3 In oubml*9 Yes Yes Rearkslard, WA Pressure WA Ala 6 Plodualt UDW. Number or Nam MT20HS Product Description 20 ga. high strength Was wnnod" plat, OV012023 In outside Resistant Yes Yes WA Pressure WA Search Gdiwb Humh cdhmm 8ema.CdMds search Cdioria O L Florida Department of Business &Professional Regulation Page of z Florida Department of Business &Professional Regulation page t of Florida Department Of Business & Professional Regulation page 1 or1 V Building Codes and Standards 1=020 Building Codes and Standards 1=020 Building Codes and Standards s2o+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail M� a ■ ■ FtJlf5e4t32Producfs - FWnua BM Edltoriel Change Code Version 2017 Manufacturer Weyerhaeuser Category: Structural Components EWIN o Contact Engineer &Llcanse Validated By Rob Beltlyiln iCC Evaluation Service, LLC Men Lehrer, P.E. (253) 924-6476 (608) 839-3288 Validated 04/01/2018 DOG Submitted 03232019 Date Pendina FBC Approval Date Approved 04/082019 Status Approved 20 �e � Revislon 2017 11>� Commercial Concrete Produds,lna Cstegery: 8tru ct'Fal Components Eta � VWdsted ar Rabat GMts THUY H. HUYNH John fey (813) fi59-3707 PE$0122 (352) 6883311 go 20 Dab Valldrided 10/142017 10/132017 102&2017 20 121122017 AMR Approved w ec C Quality Assurancs Approved far Use Approved for Use Impact Deslar Ban # Product Model. Number or Name Product Descriptor Contract Exolretlon Date IIILt70J& Outside HVHZ Resistant Pnasur. 1 High Strength Concrete. Lintels 4, 6, 8, end 121nch wide lintels 05212022 Yes Yes N/A N/A Subcategory: Engineered Lumber Compliance Method: Evaluation Report from, a RoberLm t361dwinQWeyarha auser camNo. SubCaOpoy: Products Introduced a a Rauh of T'Ohnobiry pmcos%atorQyahoo.com Product Evaluation Entity comobna Modified: Evaluation Report from a Florida Rs9tsb+sd Arched or a Licensed Florida z t jryss27-iHO Protluet Proletarian] Englneor Chiefly As--. Approved for Use Approved for Use Impact Deslon FW774.R6 Produces z s.a X 1 2 Product Model. Number or Name Micr011amLVL Fatalism PSL Product Description Camract Expiration Data Laminated VanoarLumber 03/312021 Parallel Strand Lumber 031312021 In HVHZ No No Outside HVK Yes Yes -Resistant NIA NIA Pressure N/A N/A ease prided MOdM•NuultororMama Quality Assurance, ProdctDmrlodm Contract Expwdmpate Approved for ties AnominedWUse In4stsidelDQdL hRowAt Roodortiou Dtsion Pceirsurs Q J 3 4 Timber trend LSL TJ Rim Board Laminated Strand Lumber 0313112021 Structural Composite Lumber or Oriented Strand 03/312021 No No Yes Yes N/A N/A N/A N/A 1 Quails Proton or Commercial Canards, Products Pieced end Prostrarad Concrato Unable 0626=4 No Yes WA NIA a board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA NIA SHEET NO. PA 1.2 h ri