Loading...
HomeMy WebLinkAbout2826 Lytton Hall DrALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE; NATIONAL ELECTRIC ('ODE, AND THE CITY Oir, -PHY HILLS ORDINANCES CI'i _.RED !CHI PLAN, 6 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or 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 orA.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. Footl Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring 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. Microiam UNO 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. DiverterVa►ve (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 WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh, Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. t i I•, o,OWN Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M o E O 00 N 00 N it �p 0 O) 2 N J xk 1 to rq 0 J W LL J a LL N pjMC,4 LL W C- Z76 0 fI5 LL lam C) o Ci m c v E N (p 0 0 C)W m m m W��O'O' o Qa `Z IL W N O N M Z LL' fn V J Z ❑�❑ W z 7r z o r, to M 2-1a116nm U o W U OU N 04 .) f6 �— U) LLJ f-• J E — 3 i I U0 0:: U) ¢ N • ®0 soo o MZ w co o U- � on B ° °° c E 0 U a '6 p O � N o �o aZ X, ru P U m0 Z, F O¢ z U �Z J 00 w � �? ao co s� 00 o� U 1 J �N � W c� 0 � 2 T C U //0� V./ c d` r N CY) �7 J r = N Ecc h N d Z 3 T E Q Cn N Z m E 0 J v cc Q 0 c J JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. C S 0 0 U A O H.B. S3 EGRESS EGRESS r> d AC PAD 3R TYP @ 1 STORY � \ 00 21'-2„ ; ----- '� ; b O --- N '6 5-SH P/�NTFI 16" DEJ��2 F T C e� 2, 2„ 10'-4" r " 10'-42, Co o 2'4 FIBERGLASSp SURROUND I NG -a I B 5r32 o in O\�\ I 00 CAFE o �� `n VAULT. CLG. PATIO CARPET I o 4'-0" 11'-73,1 T p N�0 J Q (� U - - OT. REF. I b I I r I .. BEDROOM � - 8'-0" CLG. I CARPET I I 5068 B.F.77 8'-8" BEDROOM 3 „ 2 8-0 CLG. CARPET - o 5'-4" 2' I o I T 8,_ " C G. TILE o 00 �o W o6 co , . z N �� - v 14'-6" I 776-4 ff �I BEDROOM 4 8'-0" CLG. CARPET 4068 B.F. T-6" to =W0 6� A "'w iv - r SINK W/ ISP TIL' r- -, I D.W. 10� I I L-__J C = = = = = _ _ _ _ _ _ _ ] o _ - - - ----------------- I I 6-10" 4'-7" c„ I 23'-8" -------R&S------ cal 2668 Cl) HDR AT T-4" T-10" T-8" 10'-10$„ 2668 � Ill N ------R&S - - - - 1 7 „ '-4" 6„ r <O � OM_ A TYP @ 1 STORY 2:12 VAULTED CLG. 71 I I 'FAMILY RM 9'-4" CLG. I CARPET I j 4'-0" 1 I BERG (3) 2x4 #2 SPF w/ SURROU DTT2Z BASE = <� 2 68 O 9 -4 CL 3068 CC D S3 S3 F 1------- --- NOTE: FINISHED I I WALLS TO BE I FLUSH. VERIFY IN I FIELD. I I I I I 00 1I I 0cn I 0 1 w I UJI I ( > I I 0 I I I 78 I � ENTRY 8'-0"CLG. 9LO o o � ;� FnIYFTF;lA � T C71 s � T R.A.G. AHU (3) 2x4 #2 SPF w/ K DTT2Z @ BASE S3 �_--� IIN wall IIx f-I I ¢ 11 11 1 1 I 111f I �-V_, r (i) EDGE OF SLAB 2" BEYOND WALL 20,_q„ 1 tO T S� I I I I I I 1 1 I I I CO 8'- „C G N T ILE - � OPT. D OPT. __ ___- - _---_ HAN ON BOX A.F.F. DRYER VENT THRU ROOF 2668 7,_8„ 0 00 00 17'-8" S 60"x36" SHOWER w 5'-3 " 82, 3' 10" _1 T-011 o, OU m� MW ' N r lI OWNER'S SUITE 8'-0" CLG. B o0 CARPET 0 T W. I. C. 8'-0" CLG. CARPET ___ ---- R&S ---- I I 2 CAR GARAGE 8'-0" CLG. 2, 6„ BUILDER TO PROVIDE 0 APPLIANCE PROTECTION N WHEN REQUIRED PER FBC I I I ( I L T----------- I I I I I I I I I I I I I I TYP @ K GARAGE S4 OPENING .1 - '-0" CLGL 5-SH - 6" DRT 0 ;�� j F1 11777 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 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 REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20 X 381 18 J X 371 S.H. 14 20X501 184X50 S.H. 15 20X63 18JX624 S.H. 16 20 X 72 18 J X 71 4 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H. 23 37 X 38 36 X 37 3/4 S.H. 24 37 4 X 50 i 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 254 S.H. 33 54 X 381 52 J X 371 S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 �E +26.6 / -28.0 +26.6 / -32.2 OG SEE SIN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL A H B I I I BEARING WALL S3 INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 55'-10" 8'-6" REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM 65'-0" AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/13-13 KRAFT FACED SCALE: )/4 r=1 ,-0n (GARAGE / LIVING) r' r lyt t l �IOd�'f�fs . '��,���glll�itl0y) t F \.CI P `?OF E S 5i0 ��9�U��'td�fl111lB91t\i°�' �! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q v EE to cep � � 8 N N ik 0 J N C LL N J at N 7 �; 0, w fn o u- J a. lL a 6 m W (0 LL LL `1 o. Z J � Oaf °o X 0 0 Z� MW _j _j Q a a ILILrn Z 0rn. W co < N M Z 00 N V ❑❑❑ W Z c�v o z� � o J - rz to N z Q� Cb LL .{� t. v Z,; W � U OW N C y W 8 (Id V o m ®o N T I1 o w M¢ M zo z QE o w� Wo �o a =s Fm- bE o o¢ a o° �� a Z N�o z 0 Q W. •✓� no =3 c c -� Z m p. z z NJ ° ''¢w 2 ¢ o z go W W 0 y" a z F O �Y u K= dS cD o r o CV J � '- r O o (� m 2 � r O 0 O O C.0 r •111 ai E -Eca r N � .� o z z = E m c m d E 0 J Q Q J JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. VARIES, 2" LESS THAN CABINETS BELOW I le MIRROR VARIES / w Q MEDICINE -1 CABINET 00 d- O j U- O - CV - M co cocM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER CN FIN. FLR. KITCHEN N. O N OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD a TOWEL BAR IN a TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o VALVES = 0 00 C° SOAP - � 00 0 DISH U ire r LO 0 0 �r 0 _r M co TUB BATHROOMS. SHOWERS AND TUBS KITCHEN MIRROR Ila co OWNER'S BATH I Imo 9 CD INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP '11`1111 H BASE CLOSETS / LAUNDRY 0 00 LL - LO a. C° O 2x I 0r0 FRAMING T 1 /2" GYP C;) BOARD - r- FIN. FLR. 2x P.T. SHELVING CABINETS TIN ,-o 0 0 SCALE: 1 /2"=1'-0" III 7 -1- 'r- T Co �, 1 N N CV FIN. FLR. ►LE PLATE ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 y f"Y"+ } j t x 1 �l 7 I SOWN .�"�\i'� a`+a •...• C °•Ir '.+fin •• G _ 0� CN F�� 9���✓��� ��' O F E S S\O \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W � F Q E m p00 W 8 N f0 it 0 N ®M•I 9 (T 3 fA J W 0 fn � -wLL J !L LL Q QjMM LL LL d a Z J a 0 r ow o=s ca 11:9 —:� 021-0)-� W ILZ 05 T -309 00 N° W o y N M Z U Z � U ❑�❑ W V M •�- N M ppp O z ppp3 d Q v O� N � - N z Q) o 4-1 O ) o V) W 04 alp U W J C ;1 a � a N s� r_ o M M �2 o� S w ZZ LL- c6E E OW zo oo® _ yo ❑a (O ro U X U U 0 0 U O E N dp 0 az �J L n' - 55 < z y U "m m 0 oLL Z N J a Qwz � W ORg0 Sam U �o a Z �k NJ CD Co O� a o 0= ZI< U dN.' J nL' � W .' 0 C O U ca 0') T CN CN -- T I� T N Nt o Z Z E a E c0 Q o JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 2 12 5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS N op E]EIDEIDEEID F1 F1 FE71 El FE7:11711E El 1 D F 7 11 F1 _71 D F 7 11 FE7:1 7E 1 In i ' z JCi 14'-0" RIDGE VENT 12 5� 12 �5 ---- HEEL 12 5� F4 — T.O.M. ---------------------- HDR HGT. FRONT ELEVATION — Al SCALE: 1 /4"=V-0" 12 _\ 15 15'-0" RIDGE VENT M 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Tnnn - - - - - - - - ----------------------------------------------------------------------------------------------------------------------------- - 1'-0' TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED (NP•) CEMENTICIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION — Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior wi ndow/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. r i • �•' �:' r'' SE w "�OFESSAO dd)I!!lt �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. H E 8 N (p op # Lo O N (� co u_Q W -6 r u- J IL Q ajMM W CL Z 0 13 J 2 R' o x o I- ;°o X m W a o a U)IL 7' LL o LO N M Z U J W V M a�- Z pNp O O Q J N ry N M ,z,nn u- l:J O u. MIMI 4—J N W � V O-� W g C y amp U W W J e L ?I � Q c:, M W z< z 01) 2 zo S rj cd - E ov wo � z' � o yo � ® c L co .�= w� ro _ Xo aQ uo 0 o< ZN O E i z .o Z w fo c: <o z U m2 o o ' z c j aJ - J " 2 a O Q W 1 z Z oQ go a W 2 aLL � 3 >O Milli! o 3 ozl< a ON 0 = J > co 0 .... d- > r C LL m co C T d- ' �J+ O T I � r T 04 i6 o Z Z E Q co N ca C a EC c0 ¢ o _° JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MAN UF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) p TEXTURED Zo CEMENTICIOUS to FINISH ON C.M.U. (TYP.) F. FL. -10" r � 6-0" 15'-0" RIDGE VENT 12 5� EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5� 4' VENT 12 �5 REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" HDR HGT. 0 00 co io F. FL. 12 �5 RIGHT ELEVATION — Al SCALE: 1 /4"=V-0" 2'-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 piaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7,3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. f` Z oF SS`o�,; \\NN To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) F E C 8 co 00 N (p op N 4k Q UJ CID U H 7 lC1 w �� :12 J W - - a 4 Qj M M W N a LU 0Z LL LL q of a C> o �m it Xmo �i W Fe N Cp j m n rn m m ¢ a Z IL o �V 'n M Z N Q Q O UJ ~ Z ❑❑❑ W 00 z z o Q J d- y) t^1 - N M z W1 C o LL T' Ch W � U p � O (A L. c tea U W m E 8 t C co dco Q N 4 It O co W M z�o z c> o wpm w� zo oa H N ao a� uo oM o¢ O E Nro z ¢o 4 d Z wz L - C/) C:¢ ❑ z U 'm<w m o Z z Z Z uNi m o Z no S �3 o� jw 6F o w� >O � oI Z¢ o- UPS �N :o = J W m m \ / 0 o%. > T Q C o C) co T 0 O 0) O _I N O T LO = � ECV o N Z E Q N m Z m d E U � Q p c � JOB NO : 20-8070 SCALE : AS NOTED SHEET NO. 3.2 O C 0 aN [Z 2 1" 2" iv VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ 1'-10" 12' CAP 1" RADIUS 31/2" RADIUS 1/2" RADIUS = f M _ 78 CAP cv - C° REQUIRED BY COMMUNITY ^ iv 3/4" RADIUS 4 1'-54' rna iv - SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2" 2" 2" MI.* N BUILT W/ STUCCO. 1/2" RADIUS 1rr 4" VARIES M;� �,N 1" 1" 1r Orr EDGE OF 1• OPENING VARIES 1r�rr 0 21 rr z VARIES 1r 4rr M 04 1z' VARIES _ SIN 1 rr 1 r Orr 1 rr 1 1/2" RADIUS r 4" r r 4" 411, MN 2" 2 1/2" RADIUS r� milt j3l' V,344. VARIES 2 32" 3z' BASE zo -Civfl BASE 3r , z-N 2 r 3r 1,r 44 rN 1�r *NOTE: VARIES $" 2" 3„ FOAM TO BE USED ONLY WHEN io REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 V-6" 1" r� DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF _U 24 OPENING 0 r 1-1/2" THICK 1-1/2" THICK L 4" L 10"N N 21n a _ � 10" _ CV �Id 4" 1„ 71 2 N n n r 24 3" 2rr 6r 2rr Q 'IN Q M 3z" THICK 2"'1-1/2" M _ ;- 2'-4" '�� 5�r 1, 5rr 52rr 1 r 4rr 3rr I I N � � _ rM 4rr 1„ 12' VARIES VARIES 1rr 2 W Q TM I I • VARIES VARIES 4" 8" rl I I A 1" !)1 C Q� - 00 _ r--------- N% i iv c I 03z 3, CYd �1' Nry 6" 4" - KEYSTONE F11 b m OPTIONAL KEYSTONE F11 OPTIONAL z (D Rs f1 1" z 44 R¢4r/ 33" ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4 e INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ' • • • FOAM/ EPS MATERIAL IS 1'-64" 14" 12" ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2 1 1' 4" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14, 5-4". 54" -8" 7 CV 1 44"T_0rr 4" 101r 1 r-4rr 101r o _ iv f2" 00 d. r 04 iV _ cv o T 00 0 I M M r 1" R r o,. 2 1" v r� GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 1 t 0 0 N N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 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 � a (E(�� co m cc U p N it v N J t- N J W iiJ i � Vi �' LL J a >> LL ejM M W W a 11 ri 13 J W W a X z S 0 0 r o .1 M O i _j ii g 10 ��°'o a Z ILW 0°' M Z a N J 00 ❑r-1❑ W V M .�- z z N ch pp� O p� Q — N M V O ll I' N W � — �pp O V) �N W c O qM (6 U W J E •` U c o U3 g ® Q N m W Cl) M �z gS Z < IL 0 Zo OL E w� 1CU z® oa O CL E XO O q az 1)U O < N qo aZ rw }ten z =Y U y m 0 O¢ z F z J O ?� Q W ern z rn ag 8 < o �-0 z go a U �o J C) o Jz Qa �F Lo O 7CD u aF OUP CV J m W \ CIO/ c9 � > T d C o O co co CIO _ r O T J N T CID N o Z [0 Z E O N N C a E U J Q J JOB NO : 20-8070 SCALE : AS NOTED SHEET NO. F 1 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 WEATHERPROOF DUPLEX OUTLET LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. ELECTRIC METER ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 414 copper to lights & outlets t 200 #12 copper to 20 amp ckts 00 AMP #10-2 copper to WH #10-3 copper to Dryer METER II MO ll 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. WIP GFI DISC, H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn non ommrlo V CRIr I IVIC 1 CR LOCATION WITH BUILDER ELECTRICAL P N - ELEV-Al SCALE: %4'=V-0" k u / x1 0 0 N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) H Q EE 09 B pip m N ik ® NCI •j O) to co u_ J W L3 �mr�n LL -J w vi d a � zo0Ju_I =coo �mo '@ N (p 0 o m co ¢ a Z Z U Z N OU 0LL J ❑13❑ W M � Z (+l N V 'Z z o J Wad ^' N C7 !h C � f V O LL 03 W � t N v � '0f^ v l V) W o C w GO U r EE L U A[ , _ � N C) =O N c U) N 0 O Q sm C.0 W COs z 2 o Z PLL O zo oo o 0C >LE I@� H 000 S� ZN CD i az µco 0 ¢ wZ d J W ::3 ru {_ O 9z Y U .2 g ° O 0 Z Z CZ N J az n T 2-a ~ O wLL 0 O nZ U �o oZ yZ �K = 00 vi Y � � 0 � �II Z a ° �N J ca W ca 0 rlr < C L C:) O m �i 0 r O Qi J � CD CN � r T 00 N N o Z Z E 0 `m c c 2 U Q p JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) ""NOTE"` GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to. the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 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. JJ ��kO W U� �, O l�fl�ftl9RflE'�1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W F Q vm E co a00 8 N to r C� OD N U- -a fA v) F_ w a 04 u Q CMM W rn MwU_ a a W Z 13 m c1 o = o W = coo � 0 O ME m W = � M 02 U) , ❑ a CoIL ❑ to N Z U 001' U Z 4MV M z � z Q J d � ^ V) /r M C z VC1 u/ U W C:1 O �tn WLn Rig1— U — E t 8 w.. zIr S • ®Q Oak 0 U c W Q N M sm ti a M w Z C7 z Z g � LL_ zoo Q CL E wi Q9 z® UC) 6 O c a< o 0 ,z N ~C �o 0 a �� `r ::3r-..Y L ¢z J h ° O 0 Z W Qi ro Q W rn N 3 F 0< z Z ao Q U W - rido U W x� �— 0E W a =3 0 F J p Y a °zla ?i 0 J L C:)O Co I\ T� O �-+ O T V I T_ 0 2 N r j N ` o Z @ ZE c O E N ID c a 44v U _ Q p JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 5 C G d 1'-90" . 3' H.B.; 1 A TYP @ 1 STORY S3 U.N.O. -1 r a 6'-0" T-10" 2-10F" 5-11�" 5' -4" ----------------- -c -------------- ........... ............ 4— 0 -- I:. 0 o I I 16'-0" 2 -Od 6'-10" r o I ~ \ _ SINK / DISP \� ----- I I 00 I \ r= r--� o III A b `n I D.W. I I L'11E CHASETO tS D ; \ CJ L - - - - _ _ - - - - _ - CJ OPT. T CJ C4 : o CJ -�I II ■ TYP @ 1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y" RECESS \ I FOR SGD. REFER TO \ \ REF. :.. '.: '.. '. '. '. '. '. '. '. '. '. '. '. '. '.: . '.'.'. Lj I '.'.'.' : ::.' 10-104 PER FIELD MASON'S SLOPE FOR \ KITCHEN ISLAND I CONDITIONS WIDTH \I� \ LOW WALLS .::: •. 0 �t 4 -0 I \ \ 16-10" INDICATES FILLED CELL w/ 3000 PSI \ \ CONC. GROUT FROM FT. TO BEAM \ \ — W/ (1) #5 REBAR VERT ABOVE SLAB \ ■ ■ TYP @ ALL PLACES SHOWN \ \ I � \ 0.0 TOP OF CONC./ PAVER T BE 4" ■ (2) #5 REBAR \ I HOOKED FTG. DOWELS 5" EMBED \ \ HVAC CHASE BELOW FIN. FLR. 4'-0"11 4'-4" 4'-6" VERTICALS w/ in W/ 25 EXT. ABOVE SLAB 'GRADE 40 \ \ STEEL" \ �� BASED ON I Y2" SLOPE I FILLED CELL PROVIDE x 9" , \LOCATION \ RECESS FOR FRT. OOR ih I L �1 0 \ 2'-6"x21-6"X1'-0" FTG ( -4" \ 25'-10, g" \� \ 9'-512a" W/ (3) #5 E.W. 4._4„ "' 17 ------------- (2) #5 REBAR 00 TYP @ 1 STORY S3T \ I S3 CC I U.N.O. = S3 VERTICALS w/ in I ' I I ri I • • AHU ( FILLED CELL 2'-6"x2'-6"X1'-O" FTG _ _ _ 2'-6" x 2-6" x 1'-0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in SLOPE 7 I `�r" I W/ (3) #5 E.W. G �� -3 1/2" I I OPT. D PT. I I o ih FILLED CELL _S3 �� . .................. I f,� S-3" 1'-10" T-6" I O I T _, I N T.• I 3-1/2" MIN 3000 PSI CONIC I ' 2'-72" T-10' 1'- " ' EDGE OF SLAB 2" co rn SLAB FOR HERNANI BEYOND WALL I COUNTY ONLY I N 3-1/2" MIN 2500 PSI CO.—=� 10 SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER • • ' N 35'4" • • 20'-6" ■ . I I ; ; BUILDER TO 0'-0" I I ; : PROVIDE I (2) #5 REBAR I I APPLIANCE VERTICALS w/ in 4'-0" 12'-1" ' O PROTECTION FILLED CELL I :: WH• WHEN REQUIRED o o PER FBC _ ----------+- --- — -- --------J-' — — -- +-- ------J .............. ao E 7- S3 TYP @ 1 STORY U.N.O. 1'-6" 5'-7g" 6' 48" _ 6'-0" !n 6'-0" 55'-10" 65'-0" 5' 8'-6" FOUNDATION PLAN MONO - ELEV-Al NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I, FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W z U) CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" . _ • •_ #5 CONTINUOUS REINF. SEE FND. FOR �• QUANTITY ��•' �'' •' #5 X 25' X 25" CORNER ' ' �• �'• BAR ONE FOR EA. ------------------- ' •• ;. HORIZ. REBAR, TYP. ' Ile U.N.O. •, ' • "Alternate: • The reinf. bars shall be • •, cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" e �l�� y�y•�0 SE �fx�s!•o r t- � � � J .�? To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q c,E � N aD O O N it ® i n 5 00 LJ .�� W �i �i r a- u- LJL a QjMM W a Lu 13IxjE-_-2q_W0C) ccLL L s o FuC 00 CO, W o 2�Y) rno z LL 00 EN 0 N Cl)Q V O J W° C El0o o V M r o Z N co O z� Z n J (Z � (/)V)N M z -8 Q) W1' V o LL T f� to w Q 0 N W c .n W L U C Co a> ¢ N � Q sm O M M w Z w z o 5 g o.. E E�� o o s z O E 40 XU OQ d UK �0U Z Z N z ¢o -Z ¢_, ��-• L N = C 2 U =0 m 0O O ZF J �m ¢ ° QW Z u) 3 8 o az W U ww -o �LL �z �k � OCD > O ozla a x o 3 �N 0 = ` > d' J ^L1 m W 1 m 0 U m ca r 0 O ■ CV O r LO ui oo N \ o t0 Z E O N Z � c a- E U N Q p c JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 6 LU :0 w.` UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d R73 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 1 112" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH, /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1.1/2' HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 1 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 34' STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" 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 1 112" 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 Y WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-1Gd 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. 2 PLY CARRIER—J :CONTLEDGER 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. (A) OR 2 PLY 'ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-Al SCALE: %4'=1'-0" ,t ow g'' ... 4 v \J •; 4 C— �(•� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F♦a� O co pp (0o C 0 0)N JLL~W C WN YnN E5+rn w �i nr 0 LL J LL LL Qj MM W a LU ,i J LL LL (L 213 0 �0O mc0(a 19 W I- o a ILtMo Z r°`4°j° -j NZ CroT) Cl) U 0 CV J Q W 0 (+� 2E N M — o 0 z � z o �L L J n_ ,n M V) z � � LL -J W 0 V) �V) LU S w` c ~ £W V i 1 z� y d CD o 0 `) Q y O� ®0 N QCIO M �2 W Z M o S Q � LL Q zo oo r� 0L Fz z® oa CU t._ . axF 0 Oo O OQ N wp QZ W W ¢� y- C ZZ 6 Y O mO O LL Z Z m (n�z N a oo ww U <o Nz �k =�5 O w � � C7 10 � 10O IIIIIIIIII� V .5 a 00 cN a = J �1 � T 0 r L L O m 1 co — r ✓ V T N -j oLO r i N N CO T Z E O O ((nr� G c a U J Q J JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 1 Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ■ O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS - • • • • 0: 0: 8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T FORM &GROUT SOUO � J 0 #5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE - N.T.S. 0 No I YF't L)LNUIVHI IUIV #5REBAR MIN.(1)REQ'D ATTOP ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED R=RECESSED v2" CLEAR STEEL LINTEL 4 QTY. OF #5 � ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY 4 M,U, #5 REBAR AT TOP ° w 4' ° MIN. (1) REQ'D 1-1/2" CLEAR 8 F 16- B/ 1 T 4 L6 z ° GROUT tNOMINAL.QUANTITY (n < Er° 4 C.M.U. OF ° 5 REBAR AT � = - y w 4 - WIDTH #5 REBAR AT ° O BOTTOM OF a U)) Z F W O TOP LINTEL CAVITY w rn o ` \0 NOMINAL-° -BOTTOM (i o HEIGHT REINFORCING PROVIDED IN ¢ ¢ C7 b Z LL O ru'r' 7-5/8"ACTUAL LINTEL ¢ � a ?: rr a , D D QQ L, < #5 REBAR AT BOTTO AS INDICATED 8" NOMINAL WIDTH (VARIES) U)) unn o 4 MATERIALS 16 GAUGE POWERS . c precas rntels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. POWERS STEEL BOXED LINTEL NOTES (ALT.) 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 60. 6. Reber per ASTM A61Grade 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. low relaxation.2 Refer to manufacturer's specifications. 7l3wire per ASTM A510. 7/3 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 [inlets prior to 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-Al SCALE: l4"=l'-0" t, ;f 1 r' - _ a ''_ -' r' @.lipt#!I Itff /lyf Q ' G N 0. °pe s s`a E��ltlilltt4g1! � i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) F. Q ro o E toamp � 8 N N # ® N C LL ,n rn ai - W � Cq � a Cq LL "mm vi w Lu a (L Cr Z13 MLLu- t m 0 6 10 E y-o Wmo 5 •5 N co mca (0 T s p a yW 4 LL N M Z U 0 J 0 U Z N o Q nN'' M Z C1 W o 0N a W i_j N w m J N OV) C IwCD w m r- -' E R 8 7 I I s ° MQ U o' ai CCD Q W Y O NCIO C:::,w co Z z Z � a E z o Qo wca ? yo Qs z® oa U wC) otr O z �Z� 0 ZO w • Z2 z O y Nm O O Z ¢w `r o W Z O w a Z m z �F a= O �Y z¢ °U J ACV ^' W N N ■ C U Al m /O) �1/ T T TT J T_ I 04 CD r W E ~ N o z E O v, 2 ccE a 0 � Q o r= � JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. 8 N 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6lrMS 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 ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION, 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING , RE UIREMENTS AND CONNECTIONS TO REQUIREMENTS, SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1, SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2,2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1„ 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed, (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 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 Y2" GROUT FILLED MASONRY: 1„ 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM 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 V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7. 4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 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 T-0" away from the building side walls. 3. Irrigationlsprinkier systems including all risers and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made forms. Permanent forms be with permanent metal or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rain II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 C7ncrete overpot>Ir and mortar along the foundation perimeter must be removed be ore exterior sol 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 before be issued. pest control company a certificate of occupancy will The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 1! i Pf ffr• t����� ������t,+,Et81� 4V � C ' F L. r�N11fPPPdiat'�a�®. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q v EE00 00 8 N N # N D lf7 dJ J X: lL N N cn � u a- ej (14 M LtJ a wa co LL -J p Z O Z m c O o m C) co -0 o IL Z LLW LL N N Z U J W M co Z N co o z00 CD z N M N U = 0 zC21 � U O Lij �y N U w 6 E 4. e I U N ¢ N �� O M � W z � � E a E: yo <_ tm ro O E 20 �< do 00 0< az 0 ? i ao tt w mo Cq c 0y U p� z H rn J ¢ <'w z In 3 Q 0< '° nw W U =2 �- W F 0 v zl< ° J ,> m � r i� Ll. V m co V O N O T- Lr) 2 CN � r- E E T ty ` i» o Z ca z E 0 m c a E ci _j :3 aCa a o = c JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. SIN ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ED + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6-0" + + + 6-0" + + + + +++ +++ + + + + + + + + + + + + + + + ++ + + + + + ++ ++ ++++ + + + + + + + +++ + + + + + + o+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ +++ 15/32" CDX PLYWOOD OR 7116" OSB %—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3!4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 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 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 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 Y" 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 code for appropriate 1/16' details in JL One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-011 at bearing. TANK -LESS W!H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" a - c� STUB -OUT FOR 1'-011 o ° GAS METER O -' o U-) _ U O o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL cn w C> STD. 90° CONT. #5 HOOK BAR STD. 900 HOOK om BOND BEAM �— CONT. #5 BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small 2" min. 2" m x gap a � 4 max. 4 Clinch nails when possible Tight fit L 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s@ 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 I 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 516d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing 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.* �When joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— s ■ • ■ • 6" A 1Y" ROUND HOLE MAY 6,'6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/(22) NAILS I 5/81 THRU BOLT SIMPSC w/(22)' NAILS I R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails, \nstall tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap 1kF Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ ° ' ° e SEE PLAN FOR °• ° . • FOUNDATION INFO q ° a' STEM FOUNDATION r- GRADE REINF. SEE PLAN r-Vkl kInAor- 4 rvtl SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A 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 PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" @ CENETERED PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d i a'a : •a a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Q a ' .e AV. ° as G a ° —r r_ .a SEE FND. PLN. SIZE & REINF. ;tf� .,,�x��t"eitttl@Et'fgt • 1 - < f J °. F U 0 . P% E 51 1"RO S fle,111tltl!til'olk !� To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the st uctural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Sh/p \ EE co CIO- o 8 N N # Li 0 v`� m LL 7 In N J W U)U)� .- a u- LL a a w , vi gLLLL a4� i00 � N (p m m a W Z LLIL . Zrn z o M li�111 N Q U 0 J to z Mal z J a E3 — M z �-1 4-1 U W O N cn W g � U c W J =� L U U 'o y ° N 0 C w M Z $ o Z z¢ 4�U a o- p E: �o oo - M z a� oa U f'� 6 XO E �0 0 z C O E N i �z wo Qo az �w w, ro z�= QY U N mo OE Z z z J m F a Q W IZ N coN 3 Q 0 go a i J 00 Jz r LL Y E,~ 6_ -0 � V oir 2< U3 C �N = � J L \ m 101-N U CDAl m C0 o r O 'r C3� ■ J, fV O � CD T E N o z s— E 0 z c a E .. U Q p JOB NO : 20-8070 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH ;TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER ,_SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL -,,—TYPE 'IS" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C.Wz/1' 1/2 GYPSUM WALLBOARD(1) #5 VERT. IN FILL (SEE U.N.O.CELLS FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR _�- DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE cV np - Z 00 o 6 MIL VAPOR o BARRIER °� I= T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O.O DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° 13 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—\ (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< T-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & cE @ 6" MAX FROM END OF 2 x PLATE E •6x6W1.4xW1.4 r WWF OR FIBERMESH I— ' I III— 11=1 I ►— r 1 8„ 1—1-4--- — --- L u I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 7�r -T\//r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /„ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE 1) SIMPSON SP1 w/ S.P.F. DOUBLE O ( TOP PLATE (10)11 NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2If S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)11 NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-1 SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)11 NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS ° 2"°x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND co (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE coI ELEV. U-0" OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 OR x FIBEERR MESH ° ° a WWF OR FIBERMESH \ WWF OR a ° �° 4 ELEV. -11/2" z 31/2"MIN. �31/2"MIN. I °. 111 Lit d° a A.F.F. O III=CONT. u 111-III-1 T_I°I T=' 7T �[ I '_• II11I =—II—I'31/2"(mln4" .) - 4• " --_lI lL�EII II �I �I —�f I I =IL�1 �I fII- 2x4I — 31/2"(min.)- 4" ° ri °° II1TI-_ � ° a ° N �T3112"(min31/2"(min.)-4" GARAGE DEPTH VARIES T1� ° d a f —11 ill 1 1-1 1 1-1 1 1 111 III 1 1 41 1— I I TI n (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. U,N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP �B� TYPICAL BEARING WALL C@ STEP 65D SHEARWALL �C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ r 2x P.T. PLATE TYP. ASSUMED FINISHED 41' ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN p p oI>00 FOR CLARITY o p p o I —III —I I —III —I III l i_I I=l I I —I 11=1 I I —I 1(- NOTE: o d e g III =III 111=III—III=III=I I III —III —III —III —III N FOR BEARING WALL I III —III —III —III —III— W/ UPLIFT ONLY I I I=1 11=1 1=1 11=1 11-1 1=1—I l 1=1 11=1 11=1 1=1 -I I I-1 I I—f 11=1 I I_I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 —1 1=1 11=1 I —I I- 11=1 I I —I 11-1' FRAME WALL l—� I-III_=III I l l l l l l l l l l ITI 111-111=III-Jill TO C.M.U. WALL CONNECTION - rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0""'IJ S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00 _ — — a '• _ .o III •ill IrT 11 _ — — III —111 =(1) #5 REBAR w/ OPT. ' i=T r IT 1 I1— — 1 =11 [= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND 14" 13" O.H.D. RECESS z O.H.D. RECESS M � .; • ' T- I I. � -`�` M —T ;I I = . � 1Tf- .. �. • ` • 1�=1_I � I I-� a 717, —I —I •" • .' ..: t' :\ I I I I I I• I•I I I . t I- I P SEE A/S3 OR J/S6'1 I I 11Fl I, , 4445 FOR REINF. INFO. L 3" MIN. CLEARANCE 1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3ORJ/SI -tIi FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=V-0" ;ON SEplso-o Qcs ��tio SCALE:3/4"=V-0" S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ 10 M�N�o 5 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ NOTE: (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS w/ PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EASTUD 2x P.T. PLATE . MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM FIBERMESH BAR w END OF 2" x PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS UJ 0 E #3 OR #4 REINFORCING BAR i�l #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ a '- � � � � � .p FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] a 2Y MIN. LAP [30" MIN. LAPj 111=_I I _ - g ' 1-1 I I —III 1=1 • _ _ w 6 MIL VAPOR BARRIER - I i I o ° I I=I I I= Ili = OD W I-11�11 �—: r #5 REINFORCING BAR R 1 7/8 `� #5 LAP SPLICE TI=III—III—III-1 c ° • (1=1 I —I I=� — I I 36" MIN. LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM l�Il—I 11-1 I I— 11��1=1I I III 10" D1557) I I I1� �1 111�1�1i1...I 11 �1�1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF'�� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAW INTERIOR A. -31 /2" •... 4:• M CONCRETE NAILS W 1 112' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE S ' ca 00 — M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL -. L BEAM SIZE & CONNECTION INFO { I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING in SCHEDULE a a j w 6x6 P.T. #2 SYP J LU UJI ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT c w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 + SIZE AND REINFORCEMENT) WWF OR FIBERMESH co °A BRICK PAVERS or SLAB PER a 0`-0" FIN. FLR. COMMUNITYSPECS ION ... d TAPERE I DCOLUMNFRA I"IC�D12 (2) #5 CONT. =I I 1=) I I ON 3" CHAIRS (TYP. ) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 If O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 261 _' E 6x6W1.4xW1.4 �I WWF OR FIBERMESH — II-111; 4 I k 111=�—IZf- 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 �� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS D S.G.D. M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE, w ;III— I a' e • �—III—III—III— z = —III=1 —III—III—III—III LU Lj e ILLa 4 M Q I M,I =III=III=111=III I =III=III LU FOOTING III —III —I I 1=1—III III —III —I 1= I I=1 I I=III=1 � 1=1 I I � I -1 I I-1 I I—' BEYOND PAD REINFORCEMENT -III—III--1 I—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL SCALE: N.T.S. (020) : I f; qa�:��,;1;alIt11zi .e0W�l� J i ••' `ems '•, E L-o •• �� r 118111111111101\0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W E co oD 8 N cc °p N ik (� N q LJi U- - W r"'` LL-ia u_ :,, W N °' a jru- 0 Z ��-, 0 x R 29 C m o 9 omnco mom¢ Z N co Q V 0IL .=.1 ILW C)U ❑0❑ z W W M z N M og z g z o d N — N z o J-, � LL W o t/1 W J I— — E 16 cg i Is CID ®Q I v o N c CO d In 0 s� o M M ¢ p w Z U- E E14 w� _ 's oa co I— XU 00 pU ZO L �z <g wZ m m� o Z� zr�U U) a� -� ¢m ¢ w �z to 0 W > wLL �0 o a Z �w _6 w E° o CO v z< a ° cN 0 = > d. L Al � W >_ ■ m � T Q L Cco —m 2 c r ■'�0 N Cy).� T cO T T .+.• �' N N r Z N o � z � r �,; d• E O z d E U Q p JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. S3 (MONO) �T7yP SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER CONNECTION SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8 STUCCO FINISH PER ASTM C. YE T T SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEADWOOD @ MID FOR CLEAN -OUT 8" O.C. OR 4d DRYWALL NAILS ❑ THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED EVENLY PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ . ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL SIMPSON SP2 w/ (12) lOd FACE OF BLOCK WALL IS 2 1/4" NAIL AT EACH STUD / F�_�] TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 4" O.C.FROM A EACH HEADFACEEXTERIOR EACH END ER @ P � � ❑ ❑ � COMMON WIRE NAILS @ 4" O/C OM BOUNDARIES 6 O/C EDGES & 8 BLOCKIN TO BLOCKING WALL . ❑ ❑ O/C FIELD (2) 2x HEADER WALL CLEAN -OUT A 2X4 PT STUDS @ 16" O.C. PER PLAN SCALE: N.T.S. S4 ❑ ❑ ❑ (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE B SIMPSON HETA20 w/ (8)10dx1 1/2" EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END G( ) 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE ONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" O.C. MAX. SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT PROVIDE P.A.F. NAILS OR 2 x 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS 2x P.T. PLATE EQUAL @ 12" O.C. WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE UPLIFT CONNECTOR REINF. INFO. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) a AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK a a TYPICAL INTERIOR NON - SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j UPLIFTCONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF 42 KNOCK OUT BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 5/8"DIA. x - BOLTS AT 6-3/ -3/ , 7 ,AND 6-3/8 ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. ( 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 SCALE: N.T.S. S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE —� PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK Ir KNEE WALL ABOVE MASONRY WALL DETAIL ,a d d a , d Lf 81' 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 BLOCKING (TYP.) PROPERLY. ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON MOISTURE BARRIER FLOOR PLAN. SCALE: N.T.S. TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO 88" _ NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR a a a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 71" a a DOOR STOP PSPN516Z w/ (12)16d NAILS Z4 MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 ° o ° • HT4 w/ (18)10d NAILS (3610# SPF) 58 2 x 6 P T SPLICE NAILS TOTAL) EA. SIDE OF ° . D T2Z wl (8)1//4" xA1LS 1/2" SDS (835# SPF) GARAGE st8„ SPLICE STAGGERED DOOR . ' ° 000 • HDU2-SDS2 5 w/ (6)1/4" x 21/2" SDS 12215# SPF) SCALE: N.T.S. S4, WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2"PLYWOOD 1/2"X9 1/2" PLYWOOD—\. BLOCK WALL ABOVE. SCRAP MATERIAL J J Q W T T o SF p/NOOK FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ KEEP STIFFENER BACK FROM SIDES ENOUGH 16" 0. C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B SIMPSON SP4 w/ (6) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION FOR 2x8 WALL ) K/S4 GARAGE ENTRY FORM DETAIL 10d NAILS @ 8" SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP, IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET DOUBLE 2x TROWEL FINISH SEE GENERAL NOTES CRIPPLE STUD TYPICAL (U.N.O.) SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. g 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. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. • /� ° ° • HDU4-SDS2.5 w/ (10)1/4" x 2112" SDS (3285# SPF) J-BOLT i _ • HDU5-SDS2.5 w/ (14)1/4" x 2 ll2" SDS (4065# SPF) TRACK • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) BRACKET G . ' 10d @ 8" O/C . HDUl l-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 . FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & W/MOUNTING ANGLE W/ 4 16d TOENAILS NUT TOYOP PLATE • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T,R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN, 8" EMBEDMENT wl WASHER &NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT wl WASHER & NUT TYPICAL GARAGE DOOR BUCK K"K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE (2S4) SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: I` F= 2240 LBS �7 SIMPSON SIMPSON SIMPSON rc-) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 gP2 FF SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING A I FLAT STRAPS PER CHART ABOVE TO BE BENT JCu 1 IVIV OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SIMPSON SP4 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 p GREATER HEADER /1 (2) 2x HEADER SEE PLAN 1 S4 IsINTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH TRANSOM FRAMING SIDE SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL 2x STUDS TYP. DETAILS O� SIMPSON HTT4 TYP. CR Op U.N.O. SEE N/S4 ** HOLD DOWN RECESS CONNECTIONS LINTEL NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED 4 WITHOUT UPLIFT °a a WALL HEADER DETAIL Q SCALE: N.T.S. SLR AND BB/S1 FOR .� 2X8 WALL ABOVE ADDITIONAL DETAILS SIMPSON ENTRY SP1 0 K.O. BLOCK W/(1) SIMPSON SIMPSON J-BOLTS @ 24" O.C. L #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2-0" O.C. a a MASONRY WALL 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. �ON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP2 SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES FRAMING WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES e E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY SIMPSON . SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) S4 1= =J) i t �:ggq'411161iE@ffSd t't + -o VV/ °t < O ° �,`'/�pC E S S� O r Bllt#R€ �q To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q 8 co g N N it ♦, N C LL rb Cr'-4LL W N z.6 - L;°9 0 6m 0 W 0 rn a Z 00 N O Q' a tp N co Z 0 Z V J U ❑�❑ W z cMv �n o z v Q�Q _J M. z vV) � U. A W o ttras v d W J F— — o9w. ; U 102h C Cl)4) ° aQ < Nco 4 m a JZ M zZ O s ZQ Q- O E U W O � z® od Ow CU EO UO N n < wo ¢o O ww Y d L =:, CO C ¢ m� o Za' z C13a�i J .m • ¢w 2. c/» 3 3 a 0Z nw f2 <o �K JW =3 p 5 ax 3 �N 0 = J � W • \ m c9 C) n�1 V W m oTc- I� O � •� J N O CN r 04 ui M y o Z z O a cc r_ d 0 _j Q o JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. S4 3 Q N N v ,o O e00 I N m c g x O 0 r- 00 I N c S a N N v a E O v c 17 sn y0+ v v i a� a: 0 v 0 J a� LZ oco N 0 0 0 0— N O cV 5 c 0 O 0 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR : • I••r�— FIRST FOUR SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x 10d x 1 12" AT EA. OUTLOOKER 7 /SP8 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE FOR 2x8 WALL) BACKNAIL w/ (2)16d NAILS SIMPSON H10A wl (18) 1 Qd x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 45' t L4 IVIAX. ROWS OF TOP CORD BLOCKING 45°± X4 N L P CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM TL EDGES OF OF SHEATHING TYPICAL OU OOKER 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER o 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2X4 CROSS BRACE WEB LENGTH & NOTCH AT MAX. & (2)EN TOE NAILS @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON H2.5A w/ (10) 8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TO ATTACHED W/ 10d EA. END BLOCKING GYPSUM WALL BOARD NAILS @ 6" O.C. EDGES GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 7 w/10d NAILS @ 6" O C AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHING DETAIL @ 24" O/C 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE 7DnURLE TOP CORD BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) l Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, EDGES AND 12 O.C. FIELD BLOCKING, FASTEN WITH SLOPE OF ADJACENT SCISSOR TRUSS) �• O.C. FOR THE FIRST (4) WEEP SCREED 10dx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" INSTALLED PER MANUF. NOTCH "L" BRACE HERE @ 48" O.C. EA. END TYP. TOP & BLOCKING FASTEN WITH 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4) 1/4"x3" MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 1Qdx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 5/8"x 10" "J" BOLT 32" 0 C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS 6'-0" INSTALLED PER MANUF. 16d TOENAILS NAILS AT EACH STUD PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. REFER TO DETAIL J _ r SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR r M NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING 00 °° SHEATHING DETAIL INFORMATION `° r4 ill 1/ •. 2"x4"CROSS BRACE 24" WOOD TRUSSES 60 ;° I APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) AT 24 O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- -- TRUSS SPANS ATTACHED W/ 2 2x4 PANEL BLOCKING -16d ' AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS SIMPSON HGAMIOKTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. W/ (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 & O/C w/ (2)16d (4)1/4"x1 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 'IT" ON TOP OF PANEL t 2x4 LEDGER MATCH BOTTOM ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 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) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION Vr I nr- LAJ I LmtviiIVA I IVIV -r-L r / BLOCKING, FASTEN WITH ZX4 bLUGKIN(J 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) ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. �"S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES 10dx3" O/C @2"x4" OCATIONS TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS ' JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� SCALE: N.T.S. ALTERNATE NON -DROP I I �—MINIMUM (2) 16d PER JOINT � MINIMUM 2x4 TRUSS BRACING I I GABLE END DETAIL SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I ' II e - , e .II J _ d II°• G I'll- \ , . 11 . a II 1� 1 1, . °. °II II . a a II III 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. '\ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU t--- MASONRY WALL 2x4 BLOCKING 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB )* DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB --/ SINGLE 1" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TNI 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 s CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � --- LU 0 o d O i tz o W o o � O d W o T o o T Q o � W ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0"„ T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2rx8 #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r-GABLE TRUSS vvn i . u�nnuv.a - GABLE END BRACING DETAIL SCALE:3/4'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 'SjQ • O C7 a CORNERJACK Y U w z x O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T"BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ,��y1,z�liillll6FII/j � v (J 0 55�,�.• O�ESSiO� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F • Wv E m 00 N 0 00 V N # _ ♦, O N � LL � J � � N Wa —0u_ M a ejM aa� Z JLLLL � � C) W��Or?°' YS cc m m O 2o Z a. 00 N Z O fA M U ZO N 0 J a L) W z N M to z �to s �* J 0_ N U) N N Z M � _ o V elf W � � U 0 LU p N wiW J �_ — E I 2 c A 0 o M ¢ Z w M o E =o oo >o as CD- E OU r� z® Wa Co 000 U a p¢ N @ L ¢ o Q w w� ❑ 0r m� o° z W Nc5 J ¢ ° 2z W Q 3 0O �� W U� aZ F� IIIIIIIIIII� o as Yo a x H zCD 2N 0 = Lo > d' J M W m ,qT C V m oco _ E2 T Nr J O 04 r ui E C N �— o Z Z (_ (/T\) E �I E B .a C @ a .. U Q p JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL PROPER INSTALLATION Max. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. FOR CONN. 1 X 4 1x4 ` #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4 1x4 P.T. FURRING 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ` ' (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O. ., ROWS STAGGERED TAPCON @ 16", O.C. & 4" 2X8 TAPCON. INTO STAGGERED STAGGERED @ 16" ` '"I,/ 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL r' EDGE DIST. ATTACH `STD. 2x BAND JOIST W/ FACE NAIL 1Od PER MANUFACTURE MASONRY THROUGH 1� 1x8 w/ 2 ROWS 8d NALS �+ 1-1/2 DETAIL O 3 DETAIL 90° HOOK (TYP.) STD. 90^ ` FILLsouD @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB x 3 -@ DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAP 1 TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL L VL NOTE: LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER1/ 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"El/a '7/ ` BOTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 () O.C. & 4" FROM EACH FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 ` w/ (4)1/4x1 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" TITEN INTO K.O. 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0` 3-1/4" DETAIL NOTCH WEB AT THE +5^ FIRST 2 COURSES ' ` BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FoL DCELNP AN FILLED CELL INSTALLATION H RETROFIT FOR. MISSING EMBEDDED STRA SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16100 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT r 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 d 1/2" DRYWALL SCREWS & (5)1/4" x21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A 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 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER RECORD FOR OR FURTHER INSTRUCTIONS. a •a .. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL ovERHAN • . CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. s; 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-4ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL � 4 MAX. RAD, UE )SIMPSON 1/2" HD !TEN (CENTERED) w/ � x TO TRUSS TOP CHORD �V�RygN MSN. 41EMBEDMENT AT 16'O.C.+ `F NGT 11rr r-O 5 -Orr SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING H JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FL0 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED a AO''� „ EMBEDMENT INTO .) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° . '. a �: #5 BAR a BLOCK HEADER 2 0 8 SOLID BLKG. AT TOP BTWN. ARCH O SIMPSON i 5 12d NAILS + + SOFFIT + y . p• : .' ° p' 9 10 ° e . CENTERED W/ 2 BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®� o • . ° IN TOP o 1 X 4 FURRING 8d NAILS EACH TRUSS _ e a .' ' KNOCKOUT / z — ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x • CONT. W/ s s CONNECTOR �® = MONO FOOTING _ •y a. . . p ° PROVIDE 2 x 8 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 CLEAN FILL ° • ° 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .o DIRT Z TO BE INSTALLEDJBUILT UP PLWD, BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o °'. , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC S MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _, • . • �� v _, . ,� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ..• � r .• � •.- s• � �.- s• v.- s• sk ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION a@ ENTRY rL SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 314" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 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 SIMPSON2"NAILHTT4 x 1 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. 114" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 1/2" NAILS L STUDS & O - U S & (1) 5/8" DIA. ALL THREAD ROD } #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" � Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 61_0" EPDXY MIN. 6" EMBEDMENT & ` O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- I'� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p U A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : • .D o • — T� I —I I -III—= T�T — — a - PRESS PANEL REINFORCING INTO PLACE. g U ' #5x6 EMBEDDED INTO n I P SPLICE W/ 6 MN LA S D — II III —I � EXISTING FOOTING 2# x I N. O 56 IN C F COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — — — — Q q cn FILLED CELL NO FURROW. SMOOTH DO U OW. .0 -� F N DRILL 3/4"4" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT —�- GRADE o. . TT T ` . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p � °• \ ., ., G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 1? ` REMAIN FREE OF MORTAR. NOTE: I H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE11�,—SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 L16" MIN. 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. 1 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. y Z�'A, Q •lb •' C, R4 _ QO CS ; a E L 0q' 4, 0FE.SSIO\' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition, Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q o Eo co m U N co V N Lo V N # W W W a6 Z cn Lo ,- a u. -, a 04 N LL W rn mLLLL a a :J -6 :e Q m c O f O: Co0 wmO N (p on J r6 m U) p W 'Z IL LL cj a M z 0 WO N Q U J U ❑ El 0 0 r � z M z 0 z N x N M z 0 _ 0 LL V LU � 0 v1 �V)Co N Co t— J U 'o CI: m o M z w z z CM LJL a 0 o zo o� W z � }9 z® as H 1 o �� 00 0 E N °z ao x� a IXw +� L Qz Y U m� 0, z co 0) M. �Z �o a o� LL �w C '_ �a a ° ^L1 W m �o .\ ! 0L LL m c _ r O TT T J C)V, C T ui E C T N N o z z E 0 E m a. 0 a o � JOB NO : 20-8070 SCALE : AS NOTED SHEET NO. SS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. - - ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM .. .. ­1 , ,��� �� BEAM 0 RAISED ENTRY CROSS BRACING DETAIL (TYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s SCALE: NTS SCALE: NTS SCALE: NTS 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 PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) 'FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) IT LANDS NEXT TO 2x8 BLOCKING NAILED @ TOP &BOTTOM CENTERED AT 16d INTO HEADER & 6 SPLIT TO TIE ( ) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS NAILS OR SIMPSON H2.5A w/ COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE (3) OR INTO BEAM - SEE 10dROOF BEAMS TOGETHER ROOF PLAN FOR MORE MORE UI w/ OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS INFO / ( 4) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" NAILS SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR COLUMN SIZE BASE OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED I SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN REQ'D 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE AREA ANY ONE TRUSS. FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE SO AS TO AVOID OVERLOADING EVERY 3rd 2, ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN INDICATEDBM COLUMN SIZE & BASE SE CONNECTION INFO EACH TRUSS TO NAILER w/ (3) 10d SHEATHING ATTACHED PER NAILING SCHEDULE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A OPTION B O PT I0 N C O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSO 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS T w/ (10) . A48 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT " O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS END OF TRUSS THENATTACH 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM VV SECOND PLY w/ (3) ROWS OF 16d MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8)10d NAILS • • AT 8'-0" WOOD MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TRUSS TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD L°. (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING SUPPORT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL -° - SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER 4 SECTION AT LOW ROOF r9 SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: NTS 3 SCALE: NTS COMMON B M . ATTACHMENT $ WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OL_ VARIES _ 2x STUDS @ 16" O.C. 1)v— x ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL d NAILS AT VALLEY TRUSS NAILS AT ) BASE & SIMPSON NAILING SCHEDULE OUTLOOKER 4 SP2 w/12 10d NAILS AT TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS TRUSS LOW ROOF/WALL STUD ) SCHEDULE SHEATHING ATTACHE PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22)10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON TRUSS/ FRAM ING BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. 4 STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL d 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ • MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a._ (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � °� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 1\,j DETAILS & SECTIONS 111to.- P . •\ASE�• •.• '� =< N OT ••.....,.• ROFESS1014 ti N \N1 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. a � 8. N y 0N �{r- i!!i Q inr,_°L ej M M �y C LL LL 52 LL a LL W U) ILair Z0z O Z y o W� = m O W��OjO7 p Qa Z IL IL — . Ma x- �� _j W N 0 U ❑00 Z N M O z W � z o J d N U) N Q) M z (D o ti C1 C!) r Cc -j W U 0 N �N ,,, oJAML c N w U W J r— — EE L B vi°"...... �0 CD ®o N O �� C �W M M a U zZ U_ ce' z N Q N E O — F Q�Ca 2 W K F— r6 N to a o W w � c Zzz OY �O ° oLL Y� Z !U/nJ7 Qr W $� Z Z g° a a LL mw � dLL aq =� ;o mi o �p V z I¢ U3z c 0 04 = J m O .\ � L1. � ' T '-� C^' /O� � W m co = (� c � r M0 N 0*).� J c r NT 00 pj M �T r T N � N o z z B O E w a U _j Q p JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT WEATHER - SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME EXTERIOR SELF -ADHERED FLASHING -1" BEAD OF CONSTR. (.NG 0.6 cm: 30.5 cm) include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is TAPE 3/4" \ 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An OVER RIM JOIST AND UP THRESHOLD OF DOOR AND exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID (A EMBLEDWINDOW) NAIL BRAND OR EQUAL WEATHER EXTERIOR providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish z PROOF CAULKING CEMT. FIN. systems, architectural trim and embellishments such as cornices, soffits, and fascias. �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS WIRE LATH UNDER DECKING 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 SUBFLOOR (SEE DETAIL WP07) . ` other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied SELF -ADHERED FLASHING = 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 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 1 1 include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual BE USED. 3. Fold weather resistive barrier back over head 2 2 Q layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance flashing and seal with tape with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT BUCK TO OUTSIDE EDGE OF ''' MASONRY MASONRY WINDOW BUCK-) t SEALANT ; 5) SEALANT FROM INSIDE EDGEOFJOINT WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ___ 2 ZI-A ATTACHED PER CODE i: 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCKALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 314" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 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 NAILING FLANGE SELF -ADHERED FLASHING SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) ' SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK M r L/'1JIIIIVV rL/Y�7fl11VV 2 SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE e a n J 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT a rt SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER w m Q Z_ g g CL d _ (n W W U LU W Q w 0 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater SELF -ADHERED FLASHING � than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER , designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE g• pp 9 pp � g p ry THROUGH SELF -ADHERED FLASHING JAMB&HEAD cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING, SEE FLASHING SELF -ADHERED FLASHING AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or FLANGED WINDOW (SEE DETAIL WP01) ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing RELEASE PAPER shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCOREPAPER 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall EXTEND A MINIMUM 6" RELDHESVEASSOHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings VERTICALLY FROM BOTTOM OF THRESHOLD 1� :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 �a PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A e SELF -ADHERED FLASHING INSIDE CORNER �Ground7 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER 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 2 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. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 7 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 autters. Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS AL FRAMING IAL SHEATHING iAF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all �I 0 0 CV 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. 0) LLI Q `c a pp NN3t 5 0 � �c'��� * ti 5 In to rn r O J W LL J d B ejMM I 11 LL W N d d ZMr_v J 0 0W 7 to N fp m m m W ��pjO1 � p a Z cc N N co Z = 0 rn U Zo cai J W M � z N m 0 Z o°i z Q J d tl"i � - N z 00 - lL l 4-1 T M 1-u U 0 N W s c C) r- - E C) `t m �W C N o Z Z ce E E a" Z oa - U a< O o(Y Z E a)N o � 0 ¢ az � w L • Ip rn C: C o Y U �m m o O LL ZCOD F 'z Za� J Cn 3 �.a 0 oLL Mw ZZ g o W a w �nr oLL 3 CD O w O � a � co za 3 J 12 . \ c� _ � T CD W 00 M C r O 0 J N T- i CNI � T E N o M r ii z Z E 0 E44 y N C 0-U J Q J JOB NO: 20-8070 SCALE : AS NOTED SHEET NO. W P _.,, ., A3 - _ , , z FL17244.1 �- A�. „ .- ESR-3455 12/31l2020 �..._ A23 - _. FL10446.2 ESR-2606 =. 12/3112020 -' -- -- -- - - -- - - 02 I P F ICAT+3 ET �a�$ PRODUCT A PROVAL SPECI NI CIE t ) I A s r red b Flo a S atute 5 53 842 and Florida Administrative Code 9B-72 lease ovide the Information and oeel numbers on the buildin coin onents listed below if A equl y nd t 5 P pr apPr 9 P i the will be utilized -on the construction roect for which ou area I in for a Y P Y PP Y 9 I 1 -6i N CCf N N O N Q O 2 = CB -0 a- -- -4-J - Qi O i� C.) i--r (!1 � � "- N U O = O _O � -Q O i O N = Q !` T C) ,� LL -- C� 4� Ca O CU O .� � O L ++ to Q, -- t%� -� 0 Q F_ .0 (1) Q ACC' . _.._..,. HD210-2 ,..:... __ FL17232.3 ..._.._.__........_. _........__............. _.. _ :_..... .... _.....- ESR-3445 .._... 12131/2020 HU2102 Ftit)856.4 ESR-2549 12t3112020 _ Hi�212-2 „...._.il ......- HD216 3 FL17232.3 FLI7232.3. FL17232 3 ESR-3445 .................:.....:....1..............._...:.......,............._..............:....................:.:....,:....,.,...............:..:..: ESR 3445 ESR-3445 _.._........_..._..._..._.__.. 12131J2020 12/3112020 _12/3#12020 HU212-2 HU216 HU216-3 FL10856:4 FL1085&5 FL10856.1 _ ESR 2549 ESR-2549 ESR-2549 12131/2020 ...................I...............: 12131/2020 12/31/2020 Nli?yJRtin Br�tcWts�1D��! y 4r1 � ;.� 2! 4 1 ri A /2, . . _ ' Bak Cli S . ort �p �l�i,��+bet�i�'} 5eeAlnrour hedtrle �, . Right Bradm(1�l Paull . 0( 1 ` 01a. A325 tial yp1j o . 0 ,� '� d l illity� �s 10410 . A 11ri t SolluM Edge HurricaneStrap (T'ypicaF I in fr. 111tas ,, - # " I�ers, F1''ont CroM ttu(ti4port . 5el%- iting,Nirt ( cut to W f"S+G r 1 3 t1 #14 tf-Driling Strt TlMi'tl S14clil ss b C 1J Si �� 1,lf�R rtlittclA/ niti'1<i de f h rh rri � C�'9+P' =3eec S c fp ti ca ustl) t i;, " i 1 L a Y4 • Categor+rSubcategory Manufacturer Product i�escription Ap roval Number(sj Test Pressures Ecp. Date .._._-._ ___.-.HD26. ..__..._.-_-__--_--.-..- _. _ .-. __..... „_ __..._.._.....I......._,-.,.. FL17232 2 __- -__- .__......-- .. _ _. _._y...... _-_._. _ _-._ESR 3445 _..._.._............._ _ .... _ .... 12/3#720 HU26 FL10856.3 ESR-2549 12I31I2020 1. EXTERIOR DOORS HD28 2 .............................................................................................._ HD410 HD412 .._ ._......I .............:._ ,.._... ,...-._......I..__....:.,..,...:..... HD610 FL17232 3 .............,.....:...........................................-.. FL97232:4 FL17232.4 _...._..._..._.....I... FL172324 ESR-344,5............................................... ....,... .. ESR-3445 ESR-3445 _.:-._.-_....._....__.............,...:_ -. ....._:...I...:,,........--' _..,..... ESR 3445 12/31J2020 _.....,,... 12/3112t20 #2/31J2020 _...:. ......:.- 12/31/2020_ Hll2$-2 HU410 HU412 HU610 FL10856-4 FL10856.9 FL10856.9 FL10656.10 ESR-2549 ESR-2549 ESR-2549 ESR-2549 12131J20 .._......-... .... 12/31/2020 12/31/2020 .... ........... 12131/2020 A S tN ING G 'thermaTru Firbe lassie and Smooth-S ar ON4MPAC r-C t FL20461,1 + 7.0J�;7:0 sf fi 1 3112021 2J ThermaTnl firber-Cl sic and Smooth -Star NON -IMPACT) FL20461.5 +67.Di-67.0 sf 12J31f2021 ThermaTna Flrber-Ci sic and 5moothvtar {NC�iU-1MPACTj FL2D481.9 +67,t}J-67.0 sf 12J31/2021 _.. _--_..._......_._......-........,_.L17241_7 HD0410 _...._ F ..:_....__....__.........._... W _._ _.. ESR-3444 _....._....-_.... _. .... 12/3112020 HUCQ410 FL11468.11 SIM200804 12131/2020 ThermaTru Flrber-Classic and Smooth -Star NONaMPAC FL20461.14 +67.01-67.0 sf 12/31/2021 HGA10 HGAM10 FL176991 FL17699.1 EvaluatlonReport _:,:,., Evaluation R ,ort 12131/2020.:: 12/3112020 HGA101CT HGAI l- FL13470. 4 FL11470A Sl M20b803 S1M200803 #2131l2020 ... ,_ 12/3112020 ThemlaTn, - Classic Crag and Benchmark 5 FL1 225.1 +67, � 0 sf of 7. 1 / 021 2/31 2 Thermal Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 sf P 12131/2021 HHCP2 .....--.....-..-.....__. _._.___ ..... FL172367 -.. _....__-_.,_.-._,-____-_. _ _._.,_.__..........__.__ ESR 3448 _-.. _ _.___._.._-..__.___.._,. ..__..__ ,._...., 12/31/2020 .. HCP2 FL10447.2 ESR-2551 12/31/2020 TharmaTru FlberClassrc. Smoothstar, ClassicCrati, Rustic FL7640.1 + 67.0J-67.0 sf 12/31i2D21 HTA16 FLi 16�1.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 S IM200802 12/31/2020 HTA20-18 ..........._,. ,.-....-..._ HTT16 FL17680A ,...... ..............I....,.. ,........._..............__.._..................._ FL17324.2 Evaluation Report ......... ....-... .......-..,....___....._._... Evaluation R ortt 12/31/2020 ..:,,.::., ......._ 1213112020 HETA20 HTT16 FL11473r5 FL11495A SIM200802 ES-0130 _1213112020 1213112020 B. SLIDING Mi Windows and Doors Series 420 - FL75332.1 FL15332;5 + 40.0l-00.0 psf 12131/2020 HTT45 -.... _............... ......._....._.................._....................... HTW16 FL17324.2 -�--......:.. - ..._..................,.............._ FL17244-8 Evaluation R ort _-...._... - ..._...._.__.:.................._.............................................�.......... ESR 3455 12/3112020 1213112020 HTT22 HTS16 FL11496-1 FLi0456-22 ES-0130 ESR-2613 12l3112020 21311202�i PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Ct ay Building Products Riden#iai/VindCode Lk>ors W5 (SX7} FL15279.37 +30,-32.D psf 5/21/2028 -,,,...__ _..,.- ...._._ ._ _........-...,----._ HTW2fl .;_:.. ...._.,_, _..:...... HTW24 .......-,..........._. l..._,.................................................... HTW30 HTWM16 _.._.__._._..._......... .................,_.. - ' -- _ .- ....._....._ FL17244 8 ....._:___.:....... ....:.......... FL17244.8 ......,.,............ FL17244:8 FL622a2 ___.__.._..................._.. _ _._.._.._..._...__.-.._....... ......-_........_......_........._. _.. _...--'-- ...... r.___....-_............._.__.__.__._._....,... ESR 3455 ._.........-._-...-..-.-._.....................__--__..........__...._-..,_ -............... ESR 3455 _..................................................-............-.....,..:.-._...,-._......_..,. ESR-3455 ...._...-..._......-._............. ............. ..............,.,......._..._..-,.-:...,..._:., Evaluation R ort ....-___._..--"_-_.._.__,_.._........._....._._...._...... .,,_._........... 12/3112020 ,. .,_,_,.... 1213112020 ...._...,......I...._ 12/3112020 ..1... 1213112TA _., HTS20 HTS24 HTS30 ll16 FL10456.23 FL10456.24 FL10456.26 FL11473.11 ESR-2613 ESR-2613 ESR-2613 SIM200802 ........_..._. _. _ ... 12/31/2020 .._.._.. ... 12131/2020 12131/2020 .....,............... 12131/2020 Ciopay Building Products Residential WlndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 sf 5121/2028 CI a Buildi Products Residential WindCode Doors W6 8X7 FL15279.85 +38.01-42.0 sf 512112028 Cl a Buildi : Products Residential WindCode Doors W6 16X7 5 7g FL1 2 A 02 +3 . 11 sf 7 0/ 0 5/21f2D28 D. METAL LOUVERED DRS Curries Diusion of AADG,'lnc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/ A (see inst sat) 1 /3 /2025 2 1 HTWM20 FL6223.2 Evaluation Report #2/311202(i HTSM20 FL11473-11 SiM200802 1213112020 HUGT2 _....__. .,.. ........_ ......_........_ Hill FL6223.3 .,...... .........._............_ FL6223 3 Evaluation Report .. _..._ .. _..- ......... Evaluation R � 12/31l2020 ......... _..... 12131/2020 HGT2 HGT3 FL10456.18 FL10456.19 ESR-2613 ESR-2613 12/3112020 ----._ .....:.._.. 12131/2020 2. WINDOWS HUS210-2 ....: .:.... , ......: , HUS212-2 FL17232.6 ._.... ._....I. .............:... FL17232-6 ESR-3445 -... ...:.. ,_ ........ .....,_,.,.........I......_......._ ...,,,_, ESR-3445 1213/12020 _,..... , ...:.... 1213112020 HUS210-2 HUS212-2 FL10856-R4 FL10856.11 ESR-2549 ESR-2549 12131/2020 .......- ... -.... _. 12131/2020 A. SINGLE HUNG MI Windovis and Doors Series 185 FL17499.2 +50.01-55;0 psi 1G18/2023 PGT Series 5500 FL239.7 7/30/2020 HUS26 FL172326 ESR 3445 ........................... _-..__..�...... 12/31/2020 HUS26 FL10858-11 ESR-2549 12/31/2020. B. HORI ONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.Gii0 sf P 2/16/2024 HUS28 __.._ FL17232.6 - _...-.- ESR-3445 12131l2t?20 HUS28 FL10$56,19 ESR-2549 �213112020 C. FIXF� MI Windovti+s and Doors Series 185 FL15349.1 +40.Of-40,0psf 4!3/2023 HUS28-2 ..........._...._................_................ JL24 FL17232-6 ..-.....,..........,........................,.._ ...... FL17232 7 ESR-3445 -.._................._...._........... _. ..............,..... -' .......... ESR-3445 12131/2€120 _............_..__ 12/3112020 HUS28-2 LU24 FL10856.11 FL10655.103 ESR-2549 ESR-2549 12131/2020 ... 12/31/2020 PGT Series 5520 FL243 4/3012025 D, MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 ........__.....-......._.____ .....__....-__._ .....___......._.-,.. JL26 __--. _..___.....-__ ' FL17232 7 -_-, - .._- ___. _..----_.__.,_ _ .......-._...-.. _...._.._ .. _.......I.. ESR 3445 - 12/31/2020 LU26 FL10655.104 ESR-2549 12/3112020 PGT Series 5500 FL261.1 N/A 5/26/2021 .:. JUS2102_...... ,... _JUS24 JUS26 _. __,:_ . JUS26-2 ...._. _......_.._..__....._ ...._................ JUS28 _......._......_ .._.....--- FL172321# FL1723210 _... _ _ FL97232.11 ... FL17232-1i _._.........._........._............__............I....._...._ _ FL1723211 .- ...-._.. -FL17232.1# _......._._... _._-.�-.... ... _ _ ESR-3445 ESR-3445 ..... . _.,... ..:..... .:.:.. . ,:. ESR 3445 .ES-3445:.. ,. ,: ,:... R __ ....- -.........__......_............._.._ ..,. ......-. __ .,: ,_... _._...._-.....-..___ ESR-3445 - ......- . -_ .�:._,_ ._ _ 12/3112020 1213112020 .-. 12l31t202o 12/31/2020 .. , ,:.:.: ,:.:.... 12J311202Q - __._._._-._,... WS210-2 WS24 WS26 LUS26-2 LUS28 FL10655-107 FL10655.109 FL10655.111 FL10655Al2 FL10655.113 ESR-2549 ESR-2549 ESR-2549 ESR-2549 ESR-2549 12/3112020 2/31/2020 1213112020 12/31/2020 12/31/2020 -........,._....._...:_._.- E. OTHER 3, PANEL 411ALL �,u�w._-� ,6,��.�.�-.�_.�__,�_-�_.v��,.__.�_�....�__.___.�Y�..e..w_�..�.,,,�.,..�,�., Cem lank La Sidin and HardlePlank La Sidi P P 9 P n9 FL13192.1 - FL13192. N/A 12/31/2020 A. SIDING ....-�-�---�.��_._..__.._,_._� James hurdle Buildin Prod. g ESft-3445 1213112020 WS46 FL10655.118 ESR-2549 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272A-FL15272.2 +70,0/-70,0 sf P 12/31/2020 KLEG3 ..... ......... ............. KST260 FL17241 15 . .. ......... ..........,..,..... FL17244.15 ESR 3444 ........_ _........ .._... <,.,,. .....,., ESR-3455 1213112020 121311202 LEGS MST60 FL10667.71 FL10852.7 ESR-2615 ESR-2105 12l3112020 °12131i b20 C. OTHER -.._-_._-_.._�:..�.-_ _-.,, ._- __._-. -_-.. --- _. ,-_-_ .. _.-__ ___ LSTA12 ...................--_.. LSTA15 FL1724418 _........._...-_...._......._..._._...._._...._ FL17244-18 ESR 3455 .. ................. _,.:.., _._ , ESR-3455 12/3112020 _ 12/31/2020 LSTA12 LSTA15 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 1213112020 4- ROOFING PRODUCTS LSTA18 .... LSTA24 LSTA3(i LSTA36 ..... _._..._.__......._ FL17244.18 FL172 .. 8 FL1724418'_,:_. .. _ . FL17244.18 ESR-3455 ESR 3455 ESR 3455 ESR-3455 _._......_........___.._.__ ,-.,__. ___...................-..._._......_...._.....__._..._._.......__ ._. 12131/2020 12/3#12 12131/2020 12/3112M LSTA18 LSTA24 LSTA30 LSTA36 FL10852.4 FL10852.4 FL10852.4 FL10852.5 ESR-2105 ESR-2105 ESR 2105 ESR-2105 12/3112020 ..12131/2t120.. 12J31l2020 .- _ 12/'3112020 A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124;1 NIA 1211612022 B. UNDERLA"YMENTS Tamko 151b Felt Underla ment Y FL12328.6 N/A 10/1812021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thom son Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918,4 NIA 9i9l2026 Florida Department of Business &Professional Regulation Paga 1 of2 ' 32BM18 Building Codes and Standards Product A roval A plication Detail pp p LTS19 LTS206 FL172192 FL17219 2 ER0200 0200 12/3112020 12/31/202(3 LTT19 1 TT20B FL11496.3 FL11496:3 ER-130 ER-# 30 12t3112020 1213112020 Florida Me#al Products, Inc Vent RV10 FL21580.3 NJA 12131/2020 -- LTT131 .-.. ....... ......._. .,..., .,....................................I..........., LTW12 LUGT2 . FL17219.2 ._...._ .._ ..._......... FL17244.8 FL17240.2 _ER ER-0200 ..,.................................. ESR-3455 . „._.._.... ESR-3447 12/3112020 12/31/2 20 -.._......-.. 12/3112020 LT7131 LTS12 LGT2 FL11496:3 FL10456.29 FL11470-7 ER-130 ESR-2613 SIM200803 ......... . ..- 12/3112020 12/31/2020 _�_. .....__., 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7110/2021 >Q O O " }A W > O /1 i.L /� d< U O n a - cW G C Q W 7` 1 Z Q J E. ROOFING TiLES Boras Tile Villa 900 FL7849,27 - FL7849,28 NIA 12/31/2020 Boras Tile Saxony 900 FL7849,16 - FL7849.20 N/A 12/31/2020 ..... ,:.... . MP3 MP34 .......""."_..__.:::.. FL17244.22 FL17244.23 ESR-3455 ESR-3455 12/31/2020 12131/2020 LS30 A34 FL10446.15 FL10446.3 ESR-2606 ESR-2606 12131/2020 1213112020 F. METAL ROOF Gulf Coast Supply & Manufacturing, L 0.032" Aluminum GulfLok 16" wide roof anel FL11651.2 R3 N/A 4/12/2024 Coe EntIN or �e � Date Pending ate 1�e Ve on Manufacturer Contac Enolneei License Validated By Validated Submitted FBC Approval roved. us Revision 2017 Gulf Coast Su I & Manufacturin LLC. En David Daniel S. Kuhn Locke Bowden P.E, 10/122017 10/102017 107172017 12/122017 roved PPv g. g APP Category: Roofing (352)498-0778 PE75519 (33d)300.1800 subcategory: Metal Rooting nfo@gulfcoastsuppy.com Florida egi Method: Evaluation Report from a Plofes Registered Arohltect or a licensed Florida ProfessionalEngineer ._.- ..: .- 1 it+ _ ._. _ _ _ , . _ _ f= _ _ , , ; ' : - l ,. - _ -=, ... - , __ _.<... _. _..,.. , -.. _.. ._ ,- QuaIINAssurance Approvedfori Approved for Use m ec Design Seo # Roxixct.Motlel. Number or Nark Product Descrl Ion Conrad Exolratton Date In HVNZ Outside HVHZ Resistant Pressure u oof a e 04/122024 No Yes N/A +N/A/ 1 0.032&goof, Aluminum SV Cnmp ove 0 5/32 qua, 5 l Crimp Alumni m R P n I over 1sr3z&goof; Plywood-106.sPSF 2 0.032&quot Aluminum Gulf Lac Min 0.032&quct; Aluminum Gulf Lok l6&quot; Wiide 04/122024 No Yes N/A +N/A/ Roof Panel overl5/32&quct; Plywood-116.0PSF 3 1&quota 24ga. Gulf Snap 1&quot; Gulf Snap 24 Ga. 17&quota wide Roof Panel 04/122024 Yes Yes NIA +N/A/--131.OPS war 15)32&qu&,, Plywood 4 1&quot; 24ga. Versi 1&quot Versal-oc 24ga 16.5&gpot; Wde Roof Panel 04112/d024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood-138.5PSF 5 1&quot; VersaLcc .032&quot; Aluminum 1&quot; VersaLoc min .032&quota Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24gs. 16&quot; Wide Roof 04/12ti Yes Yes N/A +N/A/ Panel aver 15l32&qua; Plywood-116.OPSF 7 1.5&quot; 24ga. Versi 1.5&quot; Versal min 24ga. 16&quota wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&quot; Plywood-123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&quota Mega Loc 18&qud: wide Roof 04/120024 No Yes N/A +N/Al -10 .SPSF Panel over 15/32&qua, Plywood a 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&goof; Wide over 15/32&goof, 04H22024 No Yes N/A +N/A/-96.7PSF 10 24 Ga. Gulf Seem Min 24 Ge. Gulf Seam 16&qua; Wide Roof Panel 04J122024 No Yes N/A +N/AI-93.5PSF �in24 over 1x4 Wood Purlins over 15/32&qua; Plywood 11 24 Ga. Gulf Seem Mln qu t; Gulf Seem, 1 l ov goof; Snep Lock, 04l122024 No Yes N/A +N/AI 18&quote Wide Rooi Panel over 15/32&goof; Plywood-108,SPSF 12 26 Ga. 5V Cnmp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quot; 04112/2024 Yes Yes N/A +N/A/ Ppod-156.5PSF lyw 13 2G Ga. 5V Comp Min 26 Ga. SV Crimp over 15/32&goof; Plywood 047122024 No Yes NIA +NIA/-131.PSF + 14 26 Ga. 5V Crimp Min 26 Ga. 6V Crimp Roof Panel over 1x4 Wood 04Hz2024 No Yes N/A l Purlins over 15/32&quok Plywood-156,5PSF 15 28 Ga. Gulf Lcdt Min 26 Oa. Gulf Lok 16&qua; Wide Roof Panel over 04/122024 Yes Yes N/A +N/A/ 15132&nuot;Plywood-161.opsF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&goof; Wide Roof Panel over 04l122024 No Yes N/A +NIA/-63.5PSF 15/32&qua;Plywood 17 26 Go. Guli Min 26 Ga. Guff PBR Roof Panel over 15/32&quot; 04/122024 No Yes N/A +N/AI Plywood-154.7PSF MP4P _:._ ,..-.: ,.. .. .... MPS._ . FL17244. 24 .:-:: ... ........: - iu:j 244-22 - ..:.::.,. _ . _.. ESR 3455 .. ...._._.�. .......:.. :.. ;_...._ ESR 3455 12131/2020.:. 12/3112020 LTP4 LS50 FL10446.19 FL10446.16 ESR-2606 ESR 2606 12/31/2020 .....,.-.. ... .... 12/31/2020 1� 5. SHUTTERS. A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076,2 N/A 12/31/2020 .. ..MPH3516 � -� '--� MSTA12--�--�-��-�_--� FL# 7240 3 -------�--FL17244.1$ ESR 3447 -----------__-___________.__..__.-.._ _.__._____....---. _...-_...._._._._ ESR-3455 12131/2020 _ ,_,__....__ 12/31/2020 WMI416 MSiTA12 FL10667.86 FL1�52:.$ ESR-261 5 ESR-2105 12/31/2020 _._.....__,....-.._-...... 12/31/2020 All American Shutters & Glass Gavanized Steel Storm Panels FL17869.1 NJA 12/3112020 ............. MSTA15 ................ .�iTA18..... -.. MSTA24 FL17244.1$ .... .. . ljl72 -jig _...._.........._.........................._..- FL17244.1$ ........._ ESR 3455 .....,.,. _�.............. ..I- .....ESR-3455....... .., .. ,.._.-._ ... _....-... ....--___,...._...... .........,.. __........... ESR 3455 _......_.._.... -- .-..._... _ . 1213112020 .,,..... ......... 12/31l2020 .........:............. 31 121 t2020 MSTA15 MSTA1$ M A24 ST FL10852.8 FL90$52;9 FL 0852.9 1 ESR-2,'105 ESR-21b5 ESR-2105 12/3112020 ....7.2/3112fl20 .....:..: .....:_.:... 12t31l2020 6. STRI CTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Cann. see chart --_..__-_._.... MSTA36 _....I .................: ._...:..........._,_......................................................_....................._..' MSTC40 .:..::. ...... .-:.,_ ...:._. .-...:. . MSTC52 ....::. ....... : _ ..:.. :....__._... MTW12 _ .... .- _ ... M7W16 - -._ _...._._.... FL17244-18 FL17244.26 _. _...I.... ........ ................I....-. FL17244.25 _.. _ ._..._,...........:.,,.... ,_:,:.......,....._ . _..... _ FL17244 $ FL17244 8-........_,........_....... ............... ESR-3455 _........,._..._...................... _-.:.. ............. ..... ESR-3455 . - .. ........ ,., ,.:......... .:._.._.. _ ..:. ...... ,,: ESR 3455 _,.. .. ,..._ ...::.:. ..,... :._:. , .:..-, : , .I...,.:. ....ESR 3455- -._ ,_........ - -•-- -' ESR-345---_.. --.._., �....„.. 12/31/2020 ................ 12/31/2020 .. ...... .a:.:..: 12131/2020 .......:. .......... 12l3112020 „'12/3..... M STA36 MSTC40 MSTC52 MTS12 MTS16 FL1 52-9 08 FL10852.11 FL10852.11 FL10456.33 FLi0456-34 ESR-2105 ESR-2105 ESR-2105 ESR-2613 ESR-2613 1213#/2020 ..__,._ ,,.:..,..... 92J3912020 ..,...x.. ....... ' '� 12J31/2020„ ... _.. 12/31l2Ct20 `.12j31/2p20 - ' ANCHORS - Simpson Strong Tie see chart 8.. TRUSS PLATE.cs ITW Building Con'1 Dne11t5 Alpine TFU55 Plates. - FL1999,1 FL1999.4 NfA 12J31/202D MiTek Indus#ties, Inc, Truss Plates _ FL2197.1 FL2197:5 NJA 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser . Rim Board, LVL, PSL, LSL FL6527,1 - FL6527.5 N/A 3/31/202.1 --_. ..._.._.. .___.. _... MTW18 .. ,---....__... _.......... ..__...._.... _..._ _., FL17244.8 ._. ._. ............ . _.......-."- -----,--...,_. �_ ..._ ._ ,.._.,_.- ESR-3455 -___ -... __.._...._ 12131/2020 MTSi$ FL10456--35 ESR-2613 ___..._...._,_... ....- #213112020 D. MATERIAL Cast -Crete Co , rP Hi Stren th Ctmerete Lintels h 9.. FL158.1 N/A 5 121/2022 MTW20.. .................................. ......._... Ili FL17244-8 .... ....................... FL17240.5 ESR-3455. _... ._. .. .. .. ...... ........... ......... ESR 3447 1213112 t20 ...,..... ........I 12/31/2020 MTS20 MGT FL10456.36 FL11470.9 ESR-2613 SIM200803 12J3112020 :_..._. __. „_ 12131l202f7 Commercial Concrete Products, Inc High Stren th Concrete Lintels FL1774 N/A 512512024 Will 12 -.. .. :........ - ..........._. _._....._.__._.... --NFM35X16U FL57$ 2 .._..............................__....._.._..__......._... Evaluation Report -..........._._..___..._._. -. - .-. _. ,:. _._.. 12f31l2020 ...... ..... ..._..... MBHA3,56ar11.25 FL13904.6 ESR-2616 _.12t3112020 .. FL578 3 Evaluation Report 12/3112020 MBHA3.56116 FL13904.6 ESR-2616 1261/2020 PAU44 ...., ......................... PAU66 "'" PHD2A' ..___:............_..._........_.._......._......._..........__.._...._....._ FL1723913 . - ..... ,............... PLI723913 FL17219.3 __..._...._............ ..........................._-._._...._.................................___.._............_. ESR 3449 .... .,..._ .., ..__ ...................-.................._.....,........ .._..._ , .... ._ .......,__::............_ESR 3449_.. , ,.,, ... -_.. ER-0200 ... _.-.._............._..........._.........__...._......._.._.....__..._ ...-_._... ._....... _12/31/20M 12131/2020 . .� ., -,._ 12/3112020 ..._._._-..._._._ HDU2 SDS2,5 GLTV'3.516. FGTR FL#0441.4 FL10667.8 FL11473-2 ESR-2330 ESR-2615 SIM200802 12131/2020 ........- ...... 1213112ti20,. ...___ 1213112020 I.........I....._. _.. _r._-..._..._. The rodUCts listed belowdid not demonstrate roduct a rD+�al at Ian rewew. 1 understand that at the time of ins coon of these roduCts, the followin !, p P PP P Pe P 9 ;-- ..__ _ ____ information must be available to the inspector on the jobsite: 1) copy of'the product approval, 2) - i :_w,-. ,.....,,.. _-..._,..-,._.,,.,....,..,,,._...e�.�......,,-..-»..,�.,,.-...,,.:.�,...,..,,_,....,,».....,:�,.............-...,...__ .-:..,�,..-'-,.._,...-.,,-,"'"`�'.--,»�.,....,-..._,....,_.....�:...,-, .r__»_,-_.,...,,,,,�_...,.. ...-,- .:n._..,_..-,..._.,.....--.-..,,�..a,,:a.....,,,-__...,..__...,---.M.,.,�,-.-,.-,__'-' ..__ .:_-'-' ....:....,..mina,:.,µ... - _., .,...- _.,,,,......,,.„....� i ? I • - , ! i __._.... - ....i..__._ .. __..___ .___. _. ___ .________.. .._._.__, .__._.-__..____ _.__..__.-_ .. ---- - -- ---- -----_ _ _- __ _ ._.____.__ ,..._._ __.__. _.... _ __.___._____- _ _-i - _.. - __- - - - t _.__- -. _ __._- _. - -- __ . - - -. _ _ - -._ - __.... - __- __. - _- __. - -. - __. . - - - - _._ __ -- _ _ _ _ _.._ _ _. _ _ ------ _.------- -__- - .__ __ _ --------____. .__.___-_ _ _...._... I '....____..,._,.-. .., _..._._....- __...- _..,..,._._._,,..._...i..w.._,_,,,_-...__,_....w„_..._.._._....-_.-..,_,.._._,.._�w.._...._.,.--.,_- -„v- _,.-,.,-___- -_..._,.._..,____,.,,,.-.,_.....-_-.__.--._..�-,....,,._--..-.-._.,-_�,..,-. ;�...._-._"--_.�.,v.....,_.._ �--_, .-..�.,�__.--"---a--A.�_' _._---__,-e , ...,.-_.-,..-_-:-,_.a __ __._.___ -..__ . .------___- _-- - ..__________.__..- ..-----_ _ _______. ,____-- ____-- -._-___ _ __._ - _ - _ _- __.__ _ _ - - ____ . ___ .__ _. _.. __ ... -., i i ' PH)d.t3516 .......____.___.._...._......__......_..._.___-___.. RFUS ._-_.... __................ ......_.....-...... RS150 ...., .....i ........... RT15 .........._...................................................... . RT16 ..... .. ..................:...........................I._ RT16A FL1724120 --_._._..-...---_-_-._.._ ....__...._-_..____ FL6223.5 .. - .._I.... ......_.. FL1724427 ..... ....:.... _,..... FL17236.3 -, .............:...............:.............................................................:........._......._.... FL17236-2 .. _:. .. ........._. ................... .._. FL17236-2 ESR-3444 _.___.._...._._____--.._-____.__.-_ _-......... __.__.........- _ _.. _ _--__.__ ...... Evaluation Ramat ...,.,....................... ,...._.... ._.... ... ....__..... ......._. _ _ ......._. ESR 3455 ......... ... ... ...... „..:..,. .......... ......_I. ........ , ESR-344$ _.........__.....-:. .......:.._. ::... . _, ESR-3448 ..... _... .....__..-.__..............._._ .... _.,.� ._._ ...._ _._...._.._......... ESR-3448 12/31t2020 ..... ... .........._. 12/3112020 .,_........... ..... 12/3112020 ..,,,,.,.:,.,.,.. 1213#l2020 ..........::_:.. 1213112020 .:.: _.....__..._ 12/3112020 CS16 H1 H10 Has-2 H10A H3 FL108.52.1 FL10456.5 FL10456.6 FL10456,7 FL10456.6 FL10456-13 ESR 2105 ESR-2613 ESR-2613 ESR-2613 -. ESR 2613 ESR-2613 12l3112020 __...____... __.- ....-... 12/31/20 3 .___...._......._...... .... .12/3112020 ...:. _,,.. 1213112b20 .......... - ..... ..... 12/3112020 ......... .. ..�. .._ .i i..2020 ll ........ ......., .......,._:. RT4 FL17236 3 .:.......... .,.,.:.: ...,..... ,..._ FL17236.3 _ ESR 3448 ... . . ............. .:..... . ._..V,_..... ......... .......:. _ ESR 3448 12/31/202D .. ....: ,- :..:..- 1213112Q20 H4 H5 FL10456.14 FL10456.15 E`SR-X13 ES - 3 R 261 „12131/2020 .. .,...._....: 1 J 2t31 2024i RT5 RT7 FL#7236:3. FL17236-3 ESR-344$ - ESR-3448 12/3#/2020 12l3112020 H25 H25A FL10456-11. FL10456-12 ESR-2613 ESR2613 12/31J2020 12t31/2020 .__._-------------------_-. - __. _ _.. _-.._.------.___.._._. ..._..__._....._.._-- ._..._.--_ __._-------- .;_--_ _''.' �,. ; : _ __ _ �� ___-__~- € APPLICANT SIGNATURE DATE �._ r v _ _ . i '.... '..'. RT7A RTSJ� FL172363 FL17236-3 ESR3448_..............__......_._...,.-....__ .. . - ESR-3448 12131/2020 12/31/2020 H8 SP1 FL11470-3 FL10456.41 S1M200803 ESR-2613 12/3112020 1213112020 . ......SPT22 ._.. _ SPT24 SPT4 FL17244.30 FL17244 31 FL17244 32 ESR-3455 _..................................�............._. ESR 3455 ESR 3455 12/31/2020 12/31/2020 12131/20� SP2 SP4 SP6 FL10466.42 FL10456.43 FL10456.44 ESR-2613 ESR-2613 ESR-2613 1213112020 .. ... 12131/2020 ..._... 12131/2020 Flo Ida Department d Business & Proressional Regulation Pagezdz Building Codes and Standards 3728i7D19 Product Approval Application Detail .... _...-.. _- SPT6 SPTB SPTH4 ._, ..--... .. . -..._.__ SPTH6 ._....,__,. .... _ ,_......_._...._..__.._..._._....... FL17244 FL17244 32 A17244.32 ' ........ ..................... R-1724432 '_ . -. ESR 3455 ESR 3455 ESR-3455 ......... ......_- ......... ......... ESR3455 2/ 1/2 20 1 3 0 12/3112020 12/31/2020 12131/2020 SP 8 SPH4 SPH6 SPH$ FL10 .45 456 Fl-Il -46 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ESR-2613 ESR-2613 12/3#/2020 12131f2020 12/31/2020 ...-... 2/3112(32{l uraretrAssuar� ApprovedforL" AomovedforUse fact Deskin A4gpg PrnAui Mpn191- Humber pr Noma $ QD ID.ti1Q¢ � MVHZ e�ot �rasal@ 18 26 Ga. GUIfPSR Mn 26 Ga. GtiiPBR Rod' Panel over1x4 Wood o4H22o24 Yes Yes NIA +Nl Purlins over 15r32&quot; Plywood-151JPSF 19 26 Cam. CwhPBR hin 26 Ge. GnNPBR over 15/32&4ud; Pywood OM722024 Yes Yes N/A +NIAI -,54.7PSF 20 26 Ga. GutfPBR Min 28 Ga. Gu1IPBR over ix4 Wood Purlins over 041122024 No Yes N/A +N/Al 15/82&quot;Plywood-151.7PSF 21 26Ge.Guli Lit26Ga.GulfRibwerlx4WoodWrfnsover 04/122024 No Yes NIA +N/AI 15A211i Plyrwood -164.2PSF 22 26 Ga- GulfRi Lin 26 Ga- GuMib over I&32&quok Plywood 04/122024 No Yes NIA +NIAI + 23 26 G a. GuffRD Min 26 Ga- GLORtb over 15/32&grud, Plywood 04/122024 Yes Yes NIA N/AJ -159.2PSF 24 26 GB8. G3dfi Nit 26 Ga.-GLM!b aver ix4 Wood Pudins over 047122024 Yes Yes NIA +N/;V 15i3z&qud; pyw� -Ilia-zPSP 25 28 Ga. GultRb Ion 29 Ga. GuHRib over ix4 Wood Purlins over 04/12ii No Yes N/A +Nla 15/32&quot; Plywood -123.5PSF 26 29 Ga. G1raRD Iii 29 Ga. GuMRib over 15732&qud; Plywood 04/122024 No Yes NIA +N/AI •146.OF5F 27 29 Ga. GYaRib Min 29 Ga. GtllRtb over ix4 Wood Waits over 04/122024 No Yes NIA +NIA/ Tin 29 G . O.S.B. - NJAI SF 28 29 Ga. UirlfRb hin 29 Ga. Gt11Rib over 7H 8&goof; O.S-B. 04H22024 No Yes N/A +N1A1 -116,OPSF ............._..... SPTH8 SUH24 ... FL17244 32 ...__..._ FL17232 bl .. ..' ESR 3455 - .-__._._................_ .........ESR 3445' ............. ..........1�2f3112020 12/3112020 U24 HHUS28-2 FL10655.141 FL10655.3 ESR-2549 ESR-2549 12131/2020 _..-... __._.: 12/31/2020 THD2$ ... THfJ28-2: FL1723216 FL1723Z16.. . ESR 3445 ....:...: ............. ... ESR-3445 12/3112020 .. ..._.:.........: 12/31/2{320 - HH S410 tJ . HGUS5.25J92 FL10655.4 FL11468-11 ESR-2549 GM200804 12131/2020 .._._,. ......,_... 1213112020 THD410 FL17232-16 ESR 3445 12/31/2020 HGUS414 FL11468.10 GM200804 12131/2020 ._.... __:_ ...:_. _.,... _.. THD412.................-...------......FL17232-1fi --..._.._..___....._._._......_.-. __-:..._ ._..... _.... _..._..._._. ESR-3445 .. 92/31t2020 HDQ8-SDS3 FL10441-1 - ESR-2330 12131/2020 THD612 THDH414 ...... _ .. UGTS3F ...._ _. _._... UPHD$.............__....._..._.........._FL17219 FL17232-16 FL1723217 _.. ...... FL20331 5......"'.........................._..__ ESR-3445 ESR 3445 Evaluation Report .,..._................_.... -. -..---- ER 0200 - 12/31/2020 _.......... 12/31t2020 ... 12131t2020 -.. _, 'I...__. 12131t2fl243 M STAM24 MSTAMW MSTCM40 HHETA20 FL11473.19 FL11473-19 FL11473.19 FL11473-9 SM2�D4802 SIM200802 SIM200802 S IM200802 12131/2020 ,_..... ... 12131/2020 .-. ... 1213112020 -........... _..... 12131/2020 __.._._....... _. - _.- _ _............................_-__..__......-._-. _.. _._ ... _.. _._.__ . _-._ _.........-. _. _....._ ..._--.. _._.._,._ _ . _._..............._.. ..___.. LGT3-SDS2.5 FL11470.7 S IM200803 1213112020 ....12/31/2020 � I....._ ................. ......... ... ......-......_.-......__...._ - _,._.,.,..............,,.................. ....: _.._......_....:-_ - ....:.-11.1-....I..........I................._....-..............................._....:_......._..... - LGUM26-2 FL11473-12 S.M200802 - - - - - - - - - _ s8 Code Version: 2017 Ill 11651 Application Type: ALL Product Manufacturer, ALL Category: ALL Subcategory: ALL Applleadon. staters: ALL Compliance Method: ALL atailty Assurance OtRy Contract Expired: ALL Product Model, Number or Mare: ALL Wodudd forllptlan: ALL Impaevedfnruse In HVH2: ALL Approved fa uea ortsWe NVHZ: ALL Impact Reslalart: ALL Daslgt Presstre; ALL Cate From: ALL Date To: ALL Code EntlN or to Date Date Pendtrw �e z= Version Manufacturer rContagt Engineer & License Validated By ASu� Fri Approval Approved AA(gjg,�, Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. O8,472018 08/17/2018 08232018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 subcategory: Products Introduced as a Result of info@smartvent.eom New Technology Compliance Method: EvaWation Repod from a Fonda Registered Architect or a Licensed Ronda Professional Engineer a- �" b t': a c a E E 9 §� 1,+: T r ;F'8'�wliif:PiJ`'ddllot6 -,-f ,"'f ;.. "r *f =dry 7 ! '` ; 7 3,, v ,v:u.7. �# 7 k w 3 1 tj w" r u� i. ;r.� .L r s k ,,�- i1' x :�.., f w ,�i '•rT, t i' tw, 1 . t.�m,4u , :*. ,+ �. , .,:... rv. ,� ... ., , ., ,. - .,.. i r. a. , ..,,.... ,� ., ,...- d' - t. , �'1,,. , a , .. " ; r , 4 . -. f r^;,'.'a f...,. , 't ..�•{S`,, ..,,,. st .a.;.am ,,,i ' �, �.':: r, ,..., -': u: - x ix ... .�. QuaIlNAssurance Approved for Use Approved for Use Impact Deslon Sea # Product Model, Number or Name Product Descdotion Contract Expiration Dale In HVHZ Outside HVHZ ResistpDt Pressure - 1 SmartVent Model #1540-510 Duel Function Flood and Ventilation Vent 12I312020 Yes Yes N/A +100/-100 2 SmartVent Model #1540-511 Duel Function Flood end Ventilation Vent 12/312020 Yes Yes N/A +100/-100 3 SmartVent Model #1540.520 Insulated Flood Vent 12/ i ii Yes Yes NIA +1001.100 4 SmartVent Model #1540-521 Insulated Flood Vent 1213112020 Yes Yes N/A-1001-100 5 Smari Model #1540-524 16&quct; Garage Door Flood Vent 12/312020 Yes Yes NIA NIA 6 SmartVent Model #1540.570 Wood Well Insulated Flood Vent 12/312020 Yes Yes N/A +1001-100 7 SmartVent Model #1540-574 14.5&qua: Garege Doar Flood Vent 12/312020 Yes Yes NIA N/A SHEET NO. PA 1.0 N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 ore 12/12/2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DetaiF passes 121122018 Florida Department of Business & Professional Regulation Building Coda and Starraltads Approval Application Detail Pegs I of t ilamlg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pop I of 1 teals C U 0 O L' Q CL O 0 = M TS f�e� �fV1 y� � � � W U .�-e. V /O� _O Y O �T�t � C) L ♦ V O p tom, O in V E •♦n L �/ V + ♦♦/�� +J v OCU -Y� ♦� •y� ca O Q EmorigamomProduct I:s9t Enxtver RME pef4 Date P.nahaliiiiiiiiiiiiim rise Va11daC dBv FBC:Aaamval YyQe Version Manufacturer Conrad Enolneer &Llee a vana]ad Submitted Adel $tig0. Revlslon 2017 Thermal Corporation Rick Wnignl Lyndon F. Schmldt, P.E. Ryan J. King, P.E. 10/152017 07/122017 IOIIW017 127122011 Approved Category: Ed4dor Doors (419)298-1740 PE-43409 (813)767-5555 9ubcateaory: SlAri g Exterior Door Assemblies nclow"ldgeonsu0ems. C pll c Meth d Evaluation Report from a com FloMaRegistered Archlied or a Licensed Florida Professional Engineer rat ors' ., .......... .. .c., .. :.. D.Nlty Ae:ere^ca Asorovea for use Aoorov.d noruse Imoect Daelan Seas Product Model Number -Name ProductOsacdotlon Codrecl ExnlrNion Dvb In NVH2 Outside 14VHZ Resistant Pressure 1 a. Therm ill Sbar-Classicand Smwth-Shr Nommal0&Al &quotNl lmpedum; &qOpaque 121312020 No Yes No WA Composes Edge Fiberglass Singte Door Q ovirigAAdsi X cp+aguration) 6 f. Therm&Tru Flier -Classic and Smooth -Star Nominal Beur39;0 &quotNmlmpad&quot; Opaque 12/312020 No Yes No NM --I ''I - 174ae. EntlNor 2do. 1731E ^ 12ats Manuhelunn DN P dtna un Wraon Contact Enaineer:&Ltesnse YNldated By 'Velldd d Submitted. FBCA ri—I eporo_ved Ewa Revision 2617 Thermal Ca oration Rick Wi l ht Lyndon F. Schmld, P.E. an J. ring, P.E. 12/13/2011 12/1312017 12212017 aV13/2010 Approved a Category; Edeiior Doors (419)29e-1740 PE-4340g 8 3)767-6655 SubCNagory:SWnging Extedm Door Assemblies dckwQwbldgwnsu6arlts. Compliance Method: Evaluation Report from a com Florlda Re'glstered Archlied or a UeensedFlorida Professional Engineer 4 �.._ OuNlty Aanuranea Approved for Use Aooroved for Use Imoaet Drell All Product Model. Number or Nam a Prod wet Description Commit Exaltation Data In HVFR Outside HVHZ. Russel pros —ire, 1 a. TherniaTru Fber-Classic and Smooth -Star NomMM 66iK49;g &quolNon-Impact&tNol Opaque 12131=21 No Yes No N/A Composite Edge Fiberglass Single Dom (Inswing70u1$vdrg; X cadlgurN(ort) 8l1R � 1NAeX Ran mid �m a& mn � � Yo � � PAWbn 2017 711wma-Tru CWPMWwr RickWilgk NebmWAwWNeiloa& Ryan J. KIM P.E. 12/20/1D17 O212017 B12127/2g17 Approved oriental Ealeda Doan (419)2WI740 leaaagarne+d InaWae (813)767-MM & 60afeaary: ftkgft Steel Door Paeertl m dckwQW*kigoo«t lmiL Comprises, OMares, M& C&Ikadot Makor Lena twn in" allow )Ogg! ( p lnjf4mi getail,tfimi &Wlimt passage t L &gltlkCkgebLYrAtBgtqh Mod &quM�nehmak by e6led 8N Q)"* and 6Mnd Ftg6« Draw sell 12/81f202i No Y« No WA - Thwma-Tnwglrot and wel l SldeMm hearnd hearing aCassava Emig" g � Andhe a 220 Ra D b P,,M- mite mm � MEWNROK � ��� � � �� � � Raviabn 2017 Thenita-Tru CaMedon illy pit NatlwulAssadbWn a Rnvn J. KYp, ll 1212a2017 Da1212017 12r=17 Approved crieeay: sawwor Doom (4+0)298-1740 Lunegarrwd in3ftM (813)767-555 6rbC.MWr. lAvegig E+delia DWASMrM a r + gnaYadmg• aNtllod: CwdkMMn Wlkor LMMg oorre UM knO 21WO &a t Pfflold plecdomm ffi)riai Obdd, HVHZ Boosted Passage 6 o. &WM;am0o6.&adnpoC MM Bwot8 ndr ork by 60$ sW q Cmm *W elwd Rbwgk« Dwv kh 12131=1 No Yes No WA Therms-ThAquilok end wkhoul SUmMeL l+msilp and Cigarette Camposae Etlge FWerole. Single Do. onswing/Ounswllg;X C-guretlon) 6 f. Therma-Tru Fber-Classic and Smvolh-Star Nominal 66011 &quot)N pact&glOt; Opaque 12I312021 No Yes No WA Composite EEge Fibeylass -SingleImpo Dom (IngwingrolOswing;Xeadpartial - 9 1. Thermal Fber-Clel lc and Smooth -Star Nominal fail ;e &quo Von 4mpad&quol;GIxmd 121312020 No Yes No N/A Composite Edge Fiberglass single Door QnswinotMutswlrg• X mfigurakn) 9 I.. Thermahu.Fber-Classlq real Smooth -Star Nominal fall &quot;NoMimpact&quad Glazed 12/312021 No Yes No N/A Composite Edge Fiberglass Single Dom configuration) QlavingrOldswing; 1+ n. Thermo-Tru Fper-Classic and Smoottr3la Nominal 88dO90 Bquallon-Impact&goof Gleead 12(312029 No Yes No WA ComposAe Edge Rberglan Single Door (Ir1s4vM9/Cmswl qX om m a S. ate o es Comp.1 Edge Flberglees Single Dom Mswing/OutayNng; X conflgurdal ;Xcormguratlon Florida Department of Business & Professional Regulation Building Codes and Standards Paoe 2 ore 1aa2020 Florida DeparWw t of Business & Professional Rapidan Building Codes and Standards Real +arms Florida Department of Business & Pofeasonal Regulation Building Codes and Standards wee i a+ +aorta Florida Department of Business & Professional Regulation Building Codes and Standards Pool 1 eats Product Approval Application Detail Product Approval Application Detail Product Approval Application Deisll Product Approval Application Ds411 -132:J1� pn5ddgat► "x? t , i _ ,r; H8M4tU Seas 1 2 3 Product Nodal. UMINUNumber 8Name SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED Quality Assurance Aooroved tm use Centred Exolretlon Dale h H i ProduritSERIES 420 AL SERIES 420 %aC&q lM ON-RSQD EI0 12/312020 No 14S3F4equotx80&qua NON•REINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX iwi2020 No 96&quCt%80&qud; NON -REINFORCED . SERIES 42PALUMINUM SGD REINFORCED.OXO 121312020 No Approved for use Outside NVNZ Yes Yes Yes osi Ite3Nann No No No pAeiga N/A N/A WA SRO � Y� Revision 2017 1�bL am" wimkv PrsaJcb a mmy Colonel EdKW Doors &*C$Wgwy: Sedbntl Eftft DoorAamtrbea Cooperage Maansb CwWcotkr Mark or Using; Eat � J I�IOR V'�'d9, Mak Westwkd lmahk Taft Bervlaee NA, Gay PMhlor (513)7704M In. (613)819.6568 naa mAwdodopay'mn AN gig 2MLanam 1t1� (Bp.� 1IM017 MIQm17 210t 12A =17 rim Approved goals �t � Revision 2017 amI�@L coal letting PmduW Cmww Coal Matador Doom aWCeMaay: Segbn]ExNnlor DOMAs«nbe« Cesral o Medee CwMlna+MeewLW" 1dkLa � j�1a Mark V%dK$OW h+MMk Teftq SWIM NA Gary PM1Mhlor (513)7706062 itc (513)51941558 M',, yAgd+ 2de lint 2MLEM 1pp .1�C1an{ MA,,-W 112vAl7 O1111il 17 2MR � 17/0612017 �M Approved smaa I= � nevMion 2017 ) PGT MduWi« Cleverer. answer Doors uac.Meory: Sadie ElaariM DborAeaseblss Caalplrw mwm* ceN84l6m Mark or Listing lstlot9t Qae� ; j�ptg Va6dsMd av Dow Watt MWn6-Dade aCCO-CER MMmFDe«BCCO-YAL (941)4$MIOD (Tw 31saw OmrioppMlduslMe.oan 20 20 21khoOn gait Y� � 122g1ed17 4128r2g17 12/262017 Approved 1{SIES 4 SERIES 420 ALUMINUM SGD REINFORCED 420 ALUMqua; SERIES $20 ALUMINUMSGD REINFORCED OK.. 1213120N1 No Yes No N/A 5 SERIES 420 ALUMINUM 60D REINFORCED XO,XX 99&quvtx96&:qud; SERIES 420ALUMINUM -SOD REINFORCED )DX 121312020. 143&qualx98&qud; No Yes No N/A SKa 37 artial 037 VO4)9 PAN-2F151:84A 94, 73.75. ISM, 190, 76, 78V, 4tWT, 4RSF, 6R$7, SRBF, 2R8T, 48, 42, 66, 488, owing A� alaWL2mmbft lid Stool Pan(min,25 ga.) sinOM-0ar(up tour adds) 0&2lrAn VarlOCiJOE&it74; VIASGarage Door Appomd for Use AAAriend for Use In Hill Onukk mvmz No Y« kma Bob= No Dmft z� r30 PSFh92 P8F Ida 53 053 VO-16P/W2F753: SeA94,73,76,15M. 1so, 4RST. 4RSF, SRST, 6R8F, 46, 42, 65, 48n, 428, 558, GDS$, amNLAW SMsi Pan OW. 25 ga.) Dolblialf9Y M IW owir.08 weds) VVaa7Cf?OEi1if74; 1e15 Garage Door Aground for Aawwmd for-Usa In WAM No Y« IMOIM 2� No 2INM ft I +30 PSFM P8F MA 10 SOD-0670 (WP MIMN krlPad) 2w VMyI SUdig Gins Door OM142021 ADWOmd.law Use A U- k=d lfttlpp 1a2� 2 21a� 2� Y« Y« Y« WA 4A US, GDSB, DOW, CiR38, GR58V, ARSE, AR58V, GOW GR58, GRSSV, AR5S, AR53V, Ell EDSBV ED58, ED68V mi Florida Department of Business & Professional Regulation Building Codes and Standards Pere, a1 +a ewe Florida Department of Business & Professional Regulation Building Codes and Standards Pelts 2 of 3 ng2e20 Florida Department of Business & Professional Regulation Building Codes and Standards pope, a t tJ6m+e Florida Depeltrnent of BDBbnese & Professional Regulation Building Codes and Standards pep t of, Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PU11p74tl PL3fi9ki)i l�fddaWs<. ., .. ,;a `i <::r t )5:�,.. 1 .. ,.:, ..t., zs_z, ,i. �. €_ _ 1 Sea a 2 piadud ModN. Number or Nenr 165SN rants Product Dimeridlon Contract Emil Date 52.72Fin/FlengeFrame 10SGSingieHung 101082023 Approlvedforthis Approved tar ause�z In Hyla Out+lda HVHZ No Yea imi Resident No ,wm Pressure±lid +601-60 ores Endb or 120 oak 2MLE ME Qm mm Vwdm 1✓ � vmkbta.lft l! �� Ampood aim Lin vusion Lunfubm 1�1Y corAid ZOWBEL&Ihm go 21M g� *Ubff&W 2W-Aowaid aide Apowd &as � Lm Version mawAmotww Jr�g SrppkM 1ppkff&L appt Ihltdabd mt gift 21k gg�gg psis Vessel 1114reimQ I=Anwayd AnofoM ilkAk Revision 2017 CURRIES OMMiaa ofAADO, Inc colonel E+dada Doors Dark Deese UL, LUD Ted Bemem. PE (841) 4"a" (906) = 4707 11/9a3017 1028=7 12MM17 Approved Laminated Glass R WAMN 2017 - clape6 B+adh2 RQ*WW CW"W Dona Calpay: ExlMoollonal MwkVVaft III lobn t Teson Services NA, Gary Phahbr (waft0-fi05Z led. (513)6i94158& 117 ill Miami? 12105 0u7 Approved RwNial 2(17 claim e]ldk+9 PM*ft Carprty Mark Wbdwbld INW M TsMMg Services r4A, Gary PNshlsr (818)77 (513)5f0 In 0A052 c. 41888 1112MI7 Miami 124=17 Approve subcalaaMyr Miami" Door Conpo«aM dawdodc@sowm .40 MdWW Door Assemblies nresata oMWyAom e++6Cgaeegry: oMnalEWarM DOaAa«nbNM Be rravaaMdNdQaMWymm CealP.. - - I Cemkarbnt Mark a LhWig In C«vaerw MaMed: Consolidation teak Listing Cowrlwm Mabot CwUkod nMark or Usfinp aw bw E AaowAd.kctiu Aootginal I, KVM for ise 0 ]MppM tftaaarm glti]M PJaaMn Attie Aeaw.alau« k.11 Obmo hum Boom 12att 29)MMat Lea QWAWAN@wmm. Montreal! AnwondftrUw had 280 In li g oubmemvm Bananas PO an � 1 W7,707,727,747, red 847 Single and Plain of Dose Flual gland, and Lowered single and plans of 1213t2026 hoapa nMW doom. Y« Yes YM ill n 065 W&M PAN,2F1q: 7& 76, Ili 04,42,48,429.48B. 4RBT, *MT. Goes, GR6S, AR6S, ED58 SMN Pon Orl 25 ga.) Sig"re,(up to orvil ds) 05air225 V NX*DEae174; VVBtiamge Ow No v« No rag PSFH2 PSF 102 102 W618 PM42F153:73,75,84A, 94,42,48,424,40, 4Rl SRBT, ODSB, ORBS, All WM 8MM Pan (min. 26 Is.) Doublial(97 M 1BT 051421111 will VNNOCODES/174; Wfi Gamut Door No Y« No rS7 PSF/-N P8F co (D Florida Department of Business & Professional Regulation Building Codes and Standards P.ge2 d2 +2a2ozo Florida Department of Business & Professional Regulation Building Codes and Standards Page 2a2 ska/202b Florida Depwbywd of Business & Professional Regulation Building Codes and Shandards weal seals Florida Department of Business & Professional Regulation Building Codes and Standards pages Pre rzg2ng O Product Approval Application Detail Cotle. LJIa Yffi5190 Revision 2017 t1i240„R2ZProrlGiid..s a # Product Approval Application Detail Erdlty or 20 12Ma Dade Randnd geft. Smotact Endnear&.Lldnse 1/alldaladev )f3gfaalou amlhAWdea FBCAtwrbval AOO[91(Ba e51a1{{a PGT Industries J41)4ens 86-010 M19m1-Dace BCCO-GER M86)315-2dje BCCO•Y,4L OY25%2020 01272020 072612020 Approved Category: Windows (911)486-0100 (786)315-2590 SubCMagory Fixed lrosowskdpgtindusinas c Compnwoo Method Cmtlgcation Mork or Listing on, lluailtvAre d AborovatlfaU a AmravedforUse am¢a4! Deal bbrd N Number Des- -- o Cm+tr Jon D e In HVKZ Out a VHZ• .slatalit re Product Approval Application Detell Product Approval Application Detail - Feat r ONe a Date Pendrtd Dale Cot% —YS _ Z- _ Manufacturer Enbmaet&-Uemae Vail P9cAdo VN YIM7 Contact Validated Submitted fO abet MU - Revs sand Doa-S (7m36-330 Manufaut Arehaesocia SheenM. ?-UndI, PE 06Po42019 O61Dd/2019 06p72019 Approved Revision 2017 Ml Category; Category: Wmdows (717)365.3300 MenuhcMera Association 1717)317.8454 Subcategory: Fxed bel ingerQmiwo.can C plerlce Method:.CertRcatlon Mad, or Listing .....,,, .:.._. .. ,.. _ Uv.<.... U _,.. _e w "�°'•" „ Quality Assurance AoorIn HVHZ for Use Approved nor Use hnbad pressure 1 # Pro185 PW Model. Number or Name Product Oesorlotlon Con ggl Emlratlon Data In Ho Outside HVFii ReN. .assure 1 185 F*N 73 x72lnsolated Glass p4R132023 No Yes lap +80f-60 I Vest xagba mid. g>le FBCA,,,,M mid Lae fflMftn llaMtftraaAt gM4lE LMIole[i&� 3t�alssl� yyekfta 22liMAled �ra0aralMl Aauovla 2deaM ReeN10n 1017 POT Mdvm'Ma Den ReMrk MlemiDede BCCG-CER MIsmF0ed6 8000-VAL 122N2017 52AB2017 121i62017 r+Dpsaled cMMMry. vandeas (941) 485.0100 V" 316aw gubCaMeay:$kgM Hung dnwkopglMdumbim m MelleaM Gro6«dn Matta COapaaree LINNg AaM eke App�ffi!ke lOri� 12ealpp An& kj�. ) � h� 7 SH4S000-arse Nub btpmt Vinyl Single Hag VV6do1v 07/302020 Y« Y« Y« WA ' Pdv141r51 R7'PPar'kida :' .' ? ..M - s z - r. ,,,,, ,.x:".:., �" ,. .v., .. ,• ,1, re, .. .'.. ,, ..n, ,...,. r: ^-. ,;.` , ., ,'-� ,.�J .,,::'„ . �` . s (au.11tvAssumme, Aooroved for Use Amroved htOs, Desdan testa ismew Resistant .Pressure S k Product In and Number or Name. Product 0ascridlon CantradExpiration6122 Date In HVXi Yes 166 0 PW5520 (Large Mia ile Impart). Vinyl Fried yndov/ '04J302025 Yes Yea Yn NtA U —t f Florida DepaMant of Business & Professional Regulation Building Coda and Standards retai a1 +mate Florida Department of Business & Professional Regulation Building Codes and Standards P.9e I of 120=0 Florida Dsparbrwd of Business & Professional Regulation Building Codes and Standards pope / Off +/Hole Florida Dspwbrm t of Buskers & Professional Regulation Building Codes and Standards Poe t at +mmte O ` "a Product Approval Application DeWI Product Approval Application Detail Product Approval Application Detail Prowl Product Approval Application Datall aural t smelt Etl.ear link. Rik 12akPm115g gang Dom_ u Quality Aen..r, AnmavedfaUs. A ... vedfauas - W= _ malaa rAft EIAWor go Wk 2MLbo set 20 SmLft 1algLar gale 21k 20&Elo ua 1291 Lee violation RwWon 2017 segbmm Thames-Tru Corporpo goal L�ilkpppp IA wwm ml R19)20 M PLyrissin F.E434M ScMSd, P.E. RyM)J-gnp, P.E. (41�2aFt��. PE 43409 (613)7674161M IfWkhdd ilahmMlta 1d1gR017 10r182g17 MCAT 101122g17 Approved 12/12I2017 meta Approved rime Rsdpp RwNlon 2g17 modm K P0T lid Cassell VArtallows gemo 1..keer&Llealue VandalIk Dan Ruak MMm10eda8CC6•CF.R (7031adalCO-VAL (d9N) (785)Sf&Z6B0 zdwdw ally lOg.Approval 17A6I2g17 11MSrJg17 Aaousrea +2Aa7017 ANN Approved min ltmlgn PAVWW 2017 !tl Jmlaa Handle M"q ProdlrcM, Mo. CaMAay: Pere Waft gemlS Enc* to Lick Vaed.bd ar Room Zhu Ronald 1. Dom John Sadhard, P.E. (OOg 349,292't PE-24121 (952) 357-2626 ymud" 2bAMAfta Fee Aerosol Approved ARAM 08125=17 OSA92017 OOrA=17 10N02017 Approved 2 5764 Verbal Aumill Mullion 1213112020 Nv Yes Yes N/A SubOmb M iA '-ip Ederler DoorAsaembks Str6CNbWr. Muabns OW�.� subcobsow. am" � Ctaelprw WMaa Evaluation RgPg+sag+++• a Evagaa pan Cowob sill ~ CONCOMMark or lukig ROW from dM Fledda ReAMImaIA Rearmedwn p RCo�pffp aaa. orakrl O ProMNp«I Engineer PlIMi14t71 pmdrarM meal Eea>tamtJ�domn Aeaoredfor rive A991iklarlli IntJtAJt lBrftW&tgRa �� Buixppt gaalpp Eltla110 Prof«sbn] ErgYtea � L� ift4a Aao�alftlkt App�atetlfta add lappM 2t�m ) I 1 Muanafor AA Doom and YYidOea AWminum Muaone 06262021 Y« Y« Y« WA Ave � � Bastioli I 1 a. &40*FbNCM aloaquok, &guotSmoobftw&elot. &11�SgnW or&aratcws*cra OBAC r lMlwtkrpaa&quot csmd Rberglm 12131202t SMple Door- 00 Waft or OuWAig Cordigurakn No Yes Y« N/A 1 oee+plenkLo sMkg Nwr-da«m lop silks 12t31/202o v« Yes WA WA Ruodc& rot lWM.2dkO }J 0 L V (D Florida Daparb7ant of Business & PPDfa$Wonal Regulation PW 1 a1 Florida Deparbrant of Business & Professional Regulation pale t oft Florida Depaltariond of SueMasin & Pmboslo al Regulation peal Florida Department of Business & Professional Regulation Pape f a+ Building Codes and Standards wale Building Codes and Standards 115m+s Building Coda and Standards lmmfe Building Codes and Standards lmmla IC Product Approval Application Detail Product Approval Application D" Product Approval Application Data Product Approval Application Detall V ICU 29itiltlrrAE 241tlt1f�A 23tIi1Be1i 25a� seat .Lae Ifauftn Revision 2017 ltiemaMY1M[ da. James He & Buadne Pma6, M lkdut[ � fmdppKLLknte YatidrftSmt P ilpahag Zhu Raeld I.OgrAm Jahn Southard, P.E. ntft gall YyWWi mIYmNYC B/2&201 O7 OeMO=7 FMAMOmA PJgr.AelamMl 08252017 gaff AppI4JMa IQ/lQM17 meta. Approval smelt Lmt Idenipp PAVWW 21117 1 Jarred HUM@ Building PmAicts, fro. Ergs 9[ 1mWx!/.Lkappe IOtlftMalmL Ish slan Zhu Ronald I. off" John Southard, P.E. 2kk oak FWAOWDmiapKpp Yelitle.d AaLMAka tZS2Appfnd OS2VAM7 OBOM17 0&r26=7 ➢aid AaatmMnl 1OHW2DI7 Approved vusi = Ifedpp Revision 2017 AWde radg sdrelati 1mktMiLfteDtl w� MckTlwepom Lyndon F. $Wr^ Fpwn J. King, P.E. P.E. get nak PMADO pp IklWtka 21llleatlOta 2�g.AAArelal 1000Ir2G17 401032020 17 1011117 llm AAal9mi 12/122017 1Btlue Approved smelt Mn Yed9n Revision 2017 IYOJAmes Alessi Ink ,d YMdMetlmt Wck'neo npon erIM Lyndon F. Sa4 P.E. "in J. Kkq, P.E. gaff brAN FICAD 1lpp mite Ilallamd AIImAka I!!!&�1 AAppaMd IIIabM IOMM17 IOA312a17 10/112017 17112/2a17 Approved w Cgle0 3 Pan] Vbk MOCmamy: owing (OW 349.2827 PE-24121 (362) 307,757E Pi+W wgzN*Wno&Mr CM-9s1r. PMW Weed &dwAbgmy: SMIg (IKi9) 349.2W PE-24121 A52) 367.2528 pingeo g.xl dombdw $Ubc b :Pan] Waft . Swiss (939I 922.2sa PE-4340D (613) 7$r-�66 ��� Paul W Cleanser W M&CgaeOerY: S]Ib PE (330) 922-29gB �19409 (819) 7tA.6665 nMMllpealftalaldaAom I'l I , MaMob EvWuWm RepOrtl'roma Aro11Mema•Licensed FbriM da.00m - conwNgr4a McMak Evaluation Report from a kE edd�ArddbMael Fbdde diacem CoapAarw MMbort Evaluation Report flan a Reg aalkanaed FMrWa (temporal Media* Evaluation Repot hers a McLron«d FlaWa Q Pr brim eer Pmkmdwml postal d ear Z EUMEnBlftWuM ommimM m Aaw,,,WtfMt[at AW,-M AN Use 1da1M gYlpp FJa141 QWDLMEMM AegrWWfor Use Aar ]MAIM now OAMLSO Mesa Alowwlwfwum AowWfbrUm jew moan fi1WALANYODN Anomalies for Use Aamwvea ,Uss IMMM 20M z Ala! ProduciDaMagan InlllAk outaialm9g alter !'mum Alas PmdwdMed&LNumber wN«M PFodad Doodaym ConbadExokWIanDift InNwa OubkaHVHZ BOOM 1'uM6st Inn 2nflil .11fIP 2 PQala baa PrododMedeLNurrbwr Nrr Elf I$.tiltiY gtlkYatl1A>i IkNmge Enulln Q 2 NwftPMnk Lap Wig Res-«memMp MIN 12MM20 Y« Yes WA WA 2 NadePWtk Lap Skag 1Mert at lap swig 121812t120 Y« Y« WA WA 1 a.&quo42T&grnit Saint Vag or Sala VMyl S]M +2/31/2020 No Y« No WA 2 b.&*MVAar+oa T48igtMt$o1N vent or saw VkYA B]N 12912020 No Yes No WA J SHEET NO. PA 1.1 ar Florida -Department `of Business & Professional Regulation Page3a3 Building Codes and Standards + Product Approval Application Detail e EheN.pr �L Pas Bate penalno Dale 7Y■ Version Mnufadurer Enalneer&License Valldatetl By Sr.1mLdG vdlddee 11dtID1tt44 FBC Amrovd AegCekad Revi don 2017 GAF Mid -I Shah Robert Niaminen John W K-vich, PE 12n+2019 12/11/2019 1211MO19 ring FBC Appn Category: Roofing (800) 766-3411 PE-59166 (954) 772-6224 Subcategory. Asphalt shingles mstlen. @9efcom Compliance Wand, Evaluation Repel from a o It mp po Fiends Registered Architect or a Licensed Florida Professional Engineer 1 h Y • ... ,, QWdjtV Assurance ApprovedfOrUse Aoprowd for Use Imoed. Design Seed Product Model, Number or Name product Oesedotion Contract Emirdlon Data In HVHZ Outside HVHZ Resistant Pressure 1 GAF Asphalt Roof Shingles Fiberglass reinforced 34ab, laminated, 5-tab and 17JIM022 No Yes NIA WA hiplidge asphalt shingles Florida Depai trtlent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel aft Building Codes and Standards iFLd2020 Product Approval Application Detail C I o Data Pending Data D TVJffi Version Manufacturer Conrad Englneer&Llcansa Valdated By Validated rSr6 nl ad Shad - lBC Approved Andrew Statu Revision 2017' TAMKD'.&111o1ng Products, Inc. Karl Eden Z,aeharyR..: Priest e' Locke Bowden P.E. N0/192017 10Po52017" 0 = 0 7 12M2/2017' roved 1 2W2 1 APR Category;. RoAng (417)624-6644. PE•74021 (334)300-1800 Subcategory: Unklerla merits �ry Y kern eden smko.com _ 4$t Compliance p et Evaluation Report from a mp ill Florida Re'H letered Architect or a Licensed Florida ProfessionalEn ar gne d( h' L v-- :% t f 1 1H 4'd1F' sx F thproa m Quality Aseurar" Andrond for Use Aoorowtl for Use H hand Dest90 Nautical Florida Department of Business & Professional ReguMon pip 1a I Isola Building Codes and Standards tangle Product Approval Application Dotal FLMMSM t rk91h EWlhLa! tat Zit DabPrPNNNM rah mm! ymee Dsrsmt EttotmtalWo IttMO■a mima d FBC Awninged A■rmsd atama Revision 2017 LV. 711tonpti ate dha Thompeen AnhbdurM Tony ClWOnas ZacharyR. Priest L4dwBowden 1WHa2017 10110=17 iaH7200 12n22017 Approved Met* company(TAMCO) IS13)248.-AN PE-74021 paslIxo1mm Case00IY: Room semtYQpefnshieeap•tan Sadagam0ory: RtolingAoceaodas Bat m an arlspral Part of the Roo" Byrum Conlpllaar Matllofk eAWff n PAW mom A Plorl Fuel le- Antilles we Lownseld Flmrlb Pmknimal Engswas 91smcAetam Assuaged for A■rmmdAzle bead 91i■ ffi! Pam.08MMOBM Sonrad ExpirationOWe In HVHZ otambHVl BOelml p3 3 TAMOO 0540 ge Roof Vemwsh Odle 28 9m. abta ma venaatrwlh hlhgraled bass 0WOW2028 Yes Ya WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page+ e12 I orm Code EnIth, or Dtte Date Oat, Funding .Dale Type Version Manufacturer Contact Enalneer.&Llcarsa Validated BV Wildalcl Submitted. FHC AMOV21 Approved Status Revision 2017 Banal Rcoflng Anderson Rdbin IAPMO uniform Evaluation GaryW.Walker 10M 8/2017 10YO612017 10212017 Approved Cate9ury.RooBnq (801)360.0oe1 SOIVICes LLC, (205)054.0160 Subcategory: Roofing Tlles RobkAnderWn@borW.4o Complia ice Method: Evaluation Repel from a m. Product Evalu.11- Entity "FLIs7&49Ifi1YP.raducis �w - M14 1 Qrrdlty Assurance Asa raved for Use Aomoswd/or Uss ImgtTd 221110 Seu.N Poducf Motlel.'Nianpa a Name. Product. WecripNan D Contract Expirationate i T n HNi2 outside HlM2. Resistant DI Pressure _- nyProfile - Nialtox: o Yet IVA rVA 17 Sacony900-Country Slate, Hartford Slate, Shake, Slate, Flat Prose - Stockton, CA 12/310020 No Yes NIA WA Split Old English Thatch 18 saxony900-Cournry Slate Shake,&amp; Si to Flat Profile -Henderson, NV 12/312020 No Yes N/A WA 19. Saxony90o- Country Slate, Shake, Slate &amp: Split. Flit Profile- Lake Wales, FL 12/312020 No Yes NIA WA Shaky 20 3azony800- Snake&amp; State: Flat Pronle-Lathrop, CA 12P31202O No Yes N/A WA I aMedium Profile- Denver es N/A IVA 28 Mile 900 Medium Prose. -Lake Welee, FL. IVal 2020 He Yes NIA N/A FLMONM spas St8 vwwm Rev[@bn 2017 RW auk" co mitauma dap WA Caeegmy: amok" Canpore as $UbCa oar. Tan Plasea Compete" Mdaat Evduwm Row from a Product EveWtlon!'nary 1 !■2 2 nw BCGtAIpIM "We pmb Florida Deparbrsrt of Business & Professional Regulation Building Codes and Standards Product Approval Application D" PWIa1 ir=18 look& gat list goLend a lrae tmom E■tm AMl mobbilm NOUN aalmllea FECAmassed A■Aa0 AMR allied Lewis IOC EvaMMlat Senate, LLC VME LL RanhK PE OW1SI2017 0607=17 0921201T Appeased (647)OIW73 (407)8614917 a. , alpklearr.wln amemLAmnm Apr Aweless AW Lim head Dulon alma 9NVAkOttOtllL DUMAN EteMn Meld Cnauctor Ph" 121512022 Yu Yu WA WA J Rok 20 Dab Pmw1nd go Sin! ymias manubtum XBdMK&LMM Validatedav YdMM Si0mlled tBADWMW tharA&d mma Revision 2017 L.V. Thompson, Inc *a Tho peon AndHpcgxal Tony Christman ZscheryR. Pe" Locke eowden t(In02017 tohlorm? 101172017 12111=17 Approved Metals company (TAMCO) (013) 2489488 PE-74021 (334) 9W-1lMO Casegay: Roams mnylifiportMhkoologLoore BrrCmagmy: Rooatp Acosrais tut aiesn Inagratprt atiu Rotarlg Syarkt CompBrMal- 11 l enualidn Report from a Fbatle Rog) , Amhbd or UowaW File Professional Errsimeor 9MdkAm■m A■naml>4tlm Answered to, imaad Sinus lea conbad OW&BBM DO In HVHZ Outside HVHZ fififillike prisoners 4 TAMCO Rand Top 08•RWge Vac with Base for Tye 28 ga studio; red evaluator with bells 09082026 Yes Yes WA WA Florida Department of Business & Professional Regulation page of I Building Codes and Standards 12=20 Product Approval Application Detail @ed... Entity or Date Data Date Pending Ode Tim Version Manufacturer Conrad Eras -&loans, Validated By Validated SWmNmtl FBC Apomv.l Approved Revision 2017- Global Protection Products; LLC. Tim Robinson Walter A Tlllfi Jr., P.E. John W. Knezevler, PE 09/002017 08/312017 091112017 12MV201T Approved Category: Shuters: 89 45 PE�4416: 954 772-022. (954).0 ,7S 7 (. ) 4 Subcategory: Storm Panels tan robinsonCgppeat.com Compliance Method: Evaluation Report from a Florida Registered Archhact or. a Licensed Florida Prdesional Engineer r4H 'R'3'praducke � h•-� h. 6d78. \ i F Y € ( t for Use _•, Dealer, Sag p Product Model. Numbr or Name Quality ty Ass r ne Apovtl for Use An- Product Desdriptidn Cgmrad Emlydlon Date In HVHZ provd Oulsltla HVHZ IninaY Resists m assure 1 20 Gage GeNenlzed Steel Storm PndsA4VHZ Competed Galvanized SteelStormPanels retained 12131 2020 Yes Yes Yes WA a not by tracks to provide humpsne.protection. FLI"991lll gm mm Version jasakese Revlsbn 2017 nut Bulging Cw paunh Group I= Cahgay: Sbutmrs Campamb atrbCdaary: Thm Phhu Cragtanoa eaeatemb Bwlsatlon Refund horn a Prodla itEvearstlon East BalOIIl-M Prodmb In& 3 mV WWA"o Tmtax Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail rea l I Isola End- m tat 29L Din room )Milled leYamd AWmisd a rrhoommm Aaa■&d a" Shunt Laws ICC Evaluation Srvba LLC 1MIrn M. Rn[@ri, PE 09H92017 00/072017 09212017 Approved (047)916.0473 (407)6814917 slew[@QepkneMcoom OLOMAmoue Asaaved fociva laws aid= Redid Desoduum 2MbUtgNiMMAJW In OU&M&tMm l BMM mow cmlrcW Phis 12/312022 Ya Yea WA WA Florida DepartRent of Business & Professional Regulation Pelle t a i Building Codes and Standards Isola Product approval Application Detail FIPMSM Sint Van Im mbdm 92*9 immE LWl veil) dmM imam fififtafte fBOANWal AMMO lass Revision 211117 LV. Thompson, Inc. cast Thompeon Arahbfrlyd Terry Crldneln Zachary R. Pr[@d Lase Bowden 100`1102017 IOMOFJD17 tOH71201] 12112 017 Approved MOM Comparry (TAMCB) (613) 24844M PE-74021 (334) 300.1800 Craggy: ROolka Can atrbtlragomir: Ralalp Amreorho that to an W4W*l Part of the Rooetp System a1allto " Evaluation than a CeatPNrla Report Raft AmhbdosLloeread FbmMa pidaabnsl eoq FLMOHLR2 profiled, 9mmLAmr■m AEoranOlaWe Awareness! for Uss Nam Del■ Ya!BM&MLRUgddOM 99 tlmJi 4Waldttfltlii Bohm E■Mt& 1 TAMCO Fit Top 0148dge Vent with Balls for TVs 28 go. deft red vandal with base 08bar211101 Yes Ya WA WA RM mm Ieaan Nm111= Revision 2017 F1aMe MWAI Prolog. Ma. Cobgorfn ROW* Shaw0 hyory: Roo" Afxomoda 8td fie an ar6* Part atite Rodkp system Ccapaaioa OWho*Ewmkm nRepatlsem■ Plortls Registered AmAbst or a L.kalwed Florida Pantomimed Ensfiner &a an 3 3- FLAMCO SaUGI RV 10 Rldo Vbn*uot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ppe1a1 lawle I g fat min 2dLBMalsa gale rttlad Eormxaiiesae Ytltllta!!r yltldtled jifilifififtia FOCA■md Attimyed lam Clark Jam Janie L Bucket, P.E.0 ect"Jahn Rlsmr, IW2612017 10/05 017 iowr i7 121422017 Approved (904)7SRI4M O CBUCK Englm al P.E derlkQtBMr .- PE-31242 last)4144057 gmdkA■om Amounted to,U, Assumed harUm kow 9d■ EMOOL20od tlm it kLt= 2diM tmii Hscam Pma■ A[@mlsum RMge VettsefbrpMuO root febrbased 12/31riM No Ya No WA hmm 0.025"Aka» kpao Florida Department of Business & Professional Regulation Page l 141 Building Codes and Standards Irv= Product Approval Appi[cation Detail a ;I ShcilS lien Flew oDate Pendlna Dl Tie Verden Menutacturu Cantwell Endnax&Liceme Valkeed By Validated Submftted FBCADW-al Aral aaid- R.,461. 2017 All Amenoan Shutters and (Bass Mike Bglbivi Frank L. Bernardo, RE Troy -Bishop, P.E. 10/1812018 101/82018 10232010 12M12018 Approved Category: Shutters. (S61), 712.9582. PE-0046549 (854)947.00BD subCdagory: Sierra Panels mllteb�allameripeeshutle Compliance Method: Evaluation Report from a raeom Fields Registered Architect or a Licensed Florida Prefessiatal,Engineer' Use. for Use Seat! Product Model Number or Name QuallbrAssurance Approved for Aoawed Product Description Coln4gI, 6mlratlon Date In HVHZ Outside HVHZ. 101gad Resistant Dla19W press- 1 2411a Galvanized Steel Stain Panels 24ge Galvanized Stoat Storm Panels 12/3iM20 Yes Yes Yes WA Florida Departrrrent of Business & Proff■ssional Regulation page I a1 Building Codes and Standards IMM18 Product Approval Application DoW FLMOIS 1 Croat EWOLa[ gat gale 9ala8mkg no mm! Ymko mmd m z called EmmaaeLLlmm Ielaaledlet velaeta lthmha FOCAama&1 Aaalayta aim& Revision 2o17 nut Sul tg cmvwunse group Inn Sorg Lew[@ IOC Evaluation Service, LLC WNW r Ramrl, PE gals 92017 09e72017 0221201T Approved ca elan aoudad oomprtame (847)916-e473 (407) 6614917 SubCPM": Thus Pboe► dewlsQa41isebe.com Compsma INaterh Evalwbn Row eons a Pro" EvaWibn Ender 1.E[4A:h AA Pdarrt llaeel MMrrrxrsenr P 9lN EXIM rim ha oubw mmosom Else& 4 aw Scontibsta Weva Mdd Connector Phft 121512022 Yu Ya WA WA Florida Departinsrd of Business & Proflessionel Regulation Building Codes and Standards Product Approval Application DeWI page I efI Isola Florida Deparhnerd Of BL bvm & Professional Regulation Building Codes and Standards Product Approval Application Detal Pa1p I a I 14=10 Florida Department of Business & Professional Regulation Pepe I a t Building Codes and Standards Ia2o1a Product Approval Application Dotal i1J21a74M sgit Enmor Dth 2st lalePtoO■ tat AJ2107.M 290 EWIhLv[ gWg DWt _ rats FLMN74M CmQa Enterer Qm lam DANPodho )ah mm Ymisa NWANU c r E■ImtaLRsee yadsl by md9w s FDiAssumed A■DV@d ale& Sin! version VaNdOWIV Ytlefed #W W ffirAoomnl Aawaiaw1 lima .Ste version limomom tt oonhm ErAbiwa Lisem vwkiftd By Yold" aW■Iha FWAm®al Asmssa also& Ravlsbn 2Di7 Mfrsk Industries, Imo. David Wad ICC EVahsitlon Senioe, LLC ICC Evaluation Service, 10/19=7 110/192017 102=17 Approved RVVWM 2017 Mnek mduetrim, Imo- Dodd Wsd ICC EvakW nSarviro. LLC ICC Evalumum service, IOMN M7 10HO2017 10222017 Approved Revision 2017 MRdk IrrA- '- In 0"~ ICC Evaluation Service, LLC ICC Evokwon Service, 10H92017 1WHg2017 1W222017 Approved cowwr: sh4kwal Comporwb (314) 051.7490 LLC. Craggy: 8trudlrral Canponrb (314) 051-7480 LLC. Calagay: SmroMd Catmponsms (314) 661.7480 LLC. aubCabaery: True Plain deeri®emre.00m (208) 6084B00 WBCaYgory: Thus Phlse dwarlpmamm (206) 809-g&10 flrGMgafin Tina phase dwemtOrra.carn (20s) bee-mm Caap , Nessus: Evdwum Raw from a compliance R%Vw : Eventual Report from a k Modw Evaluation Raped a Product Ew[@dbdEmayr Product EvaluationEMty Frond Enamel En* Rltlf7.m lrvadrrls AnonrndfwUm A talamt gel■ auNWAmnae Aawo dthtlm A■ for LIM lama Deis godwAmtnm Answered for Use AemWfar tee land BMW mg Product DNOdoom In gWmtla98 DUMAN premiums, mg Product DabodatiM In HVHZ QWWOIM Bohm Bumm aces P.fm&tommWen catArm awridw Ddo hfJYllt owwotiwa Bekaa Emm� 2 Me is lags,trwa aansctor plus 01mbilm Yu Yu WA WA 3 1111,11" 18 ga high den th bun mmactor pieta CIM1fam Yu Yu WA NIA 4 MT20 20 go, min conaator pMe 01110112023 Yu Yu NIA WA Florida Department of Business & Professional Regulation Pege2 01ffi Building Codes and Standards rm2ozo Product Approval Application Detail Entity or 2d2 20 Cafe Pending 2d2 Ssdt Venda Mn cane Enmas ar eensa Validated eV Validated men FBC Approval Apprhvtl us ,a1- t Edierial 2017 Weyerhaeuser Rub Baldwin ICC Evaluation Service, LLC Ian Lehrer, P1.. 04/012010 03r222019 0008/2019 Approved Change Category: StmotUml Components (253)924-8478.. (608) 839-3288 Subcategory: Engineered Lumber Robert.BaldWlrigweyema. Corrptlance:Method Evaluation Report from a auser.com Product Evaluation Entity EI.w65Z):FblDrkotluafs r=- ( } t ti _ QkallfrAssurance Awravad Ter Usa Arrat-ad for Uae Impad Deal- Sag d Product Model. Numbaor Name Product Description Contract Expiration Date in KVHZ Outside HVHZ Reslstanf essura 1 Mcrdlem LVL Lan•Inetsd Veneer Lumber 03/312021 No Yes WA WA- 2 Parellam PSL Parallel Strand Lumber OW312021 No Yes NIA WA 3 71mbergrand. LSL laminatedStrandiLumber 03/31r2021 No Yes N/A: WA 4 TJ Rim Hoard Structural Composite Lumber a Oriented, Strand 03/312021 No, Yes NIA WA hoard Rim Boar 5 Weyerhaeuser Rim Board Oriented Stand Board Rim Board 03/312021 Me Yes WA WA Florida Department of Business & Professional Regulatlon Pagel ar2 Building Codes and Standards lrta2o20 Product Approval Application Detail Qualty Assurance Aop-elfpr Use Approved Wruse. ImpactDesl n utsideFllllfZ' I sere a Product Motld. Number ar Name Product Oescrlotlon Contract 6mIra11on.0ate Ou tside Pre u I .High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels. 05/21202T Yes Yes N/A WA F1ol DepaMlent of 8ueinew & ProfeaeWW Regulation tamp I or+ Building Codes and Standards lraw$ Product Approval Application Detail 8A1IIJ�6 S90 EW®Lar 20 tat I to rims a Rdk omsm EBalmt.a LM� Yam[ Validated LlOmllla J ND AMIMM mm VersionArsrsrld Revbbn 2017 Commodal Conn PmdLt MC. ROW Oals THUYH.HUYN4 John Hoy non42017 10132017 10/282017 121122017 Approved CaYsery: structural Components (813)86"W PE40122 wrifig8.6311 aubCohgay: Proettda Introduced me a Result of ;1- 111 , offishoc.farrr NPW T act Coapaaraatasrod: Laralualbn Repn home FW& RegWred AMtbd as Lbrmd Fbrida Pmftwww Engineer 901KAmnm A,,-W lkar Lies Amassed for We ta)mrd ld■ sea PJsWtdDeHIWm DAdastEt DIMt InHYM Qwlkv mQ mom postal 1 Ow4 Paced or Commmw Concede Product Pro" ww PMSUOUW Conaese unm 0626r2024 No Ya WA NM Florida Departr lard of Business & Professional Regulation Prrga 1 or I Building Codes and Standards Isola Product Approval Application Deal 91m Fah= fat gat Eat irm version Nm mkm Room i ndm k6mm tilllOdmm yAkum llmmlYd FBO AMMVW Assuming! A m& Ralslem 2017 LV. Thompson, Inn dha Thompeort Architectural Tony clo[@hnsn Zachary R. Priest Lodw Bowden ion 2o17 10010I2017 10111712017 12n22017 Approved Metals Conperty(rAMCC) (813)248.34408 PE-74021 (J34)3WIWD r 1 Be 1: ROcetd tany090wmko0alp.00m Sulcassfifirri: Raiding Aoomeodr dial, are an Ro Integral aBra Ro{pal Pardiq 1i)rerml compomm Method: Evaluation aront Raped f FbrMs Registered Amhbd or a Licensed Flab PmleaNand Engineer 'd Amrmrsdloruse Amroyod.fWUn bmd 2NO ou n ee InHIMM OLARide HVNZ Bohm minims, 2 TAMCO Gowsnsdt Vard 26 ga D9082028 No Yes NfA +1142,8 Florida Department of Business & Professional Regulation Pags 1 of 1 Building Codes and Standards 191201g Product Approval Application Detail Code "Entltv a Dole Me nets-Porell- we mm Version MAUtadursr contact .Enmesh & Lleense Validated By Validated ,Submitted FBC Apam"I Approved it" RsMsian 2017 Lamenco, Inc Andrm Cedar James L. Suck -,.RE Steven M. Udell, PE 0410WO18 12M62017 041IMai8 06/12r2018 Approved Category: Roofing (501)982-9541 PE-31242 (71T).317-8454 Subcategory:: Roofing Accessoiles that are ecartor@lomenoo;com Integral Part fthe Roofing: System Compliance Method: Evaluation Repel from a Florida Reglstered,Arch tect or e Licensed Florida Professional Engineer FLw172aY1 sM1 wadudn ;, r r - _._, ,•r m. ` - f' rw an ..„Acanoved ,4-,I :, c .e;,.�,,, .Quality Assurance tin Jae Approved In, Use I.... DeakinBad k. Product Model- Numberw Nam Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 1 Dack-AkTM DA4 Low Profile, Polypropylene Plastic, Rod Vent 07/102021 No Yes No +97.5A97.5 hkchanicaliv Attached to Pl wced Deck. Florida Departrytertt of Busintim & Professional Regulation Page 1 a 1 Building Codas and Standards lmmie Product Approval Application Dealt F Sra@ ElahLgr tat DWe Daeem■ )ale Sag! Meadow ttsouleem rend EOWmLEIae Yank a YMN" IWmXhd I MAINIU t Amos A■1& Revision 2017 rrwsugft calpwmb Group lm Shun Lew[@ WC &Awden Salsas, LLC vltmnt M. Raul, PE Og1192017 OW072017 001212017 Approved rd 9188479 i-1 17 Calsgery: Structural Conpatatb 164n (407) 66 9 Subcategory: Those Plates Wowboavrolbr.com - 011rm Wlhrb E"k atin Repattrom e Prgdtid Entuadc11 erdififir AlasWWfor use Am rose, h■W IMal■ ling Iatm6 ti1AIL m ttaalahst PM 1 FTW BCG/ urns Higher Shrgtlt (H Beep; 8) hard CWMKbr Phu 12211M Yr Yu WA NIA Florida Depert rlerd of Business & Professional Regulation page I m I Building Codes and Standards Iro m1e Product Approval Application Galati FLMWm M 20h EWlhar ➢Ifs rah 2dLE min gat mm Iedm laasimml 29am IM90ELiLMM Ndw9 m veldlded &WE" EBOARNWO ARWOM BMW Ravk+brt 2017 MRak IndIpeW, Inc. DrvM Wad RX EvduaBn SWVIM LLC ICC LA *when servim 1092017 10/1W2017 10raM17 Approved Coo": Shucturd componrb (a14)6S1 74W I.I.C. aubCaUVI: Thus Pull dwadOmY-com (206) 6099B00 contigpta Mstaed: Botswana Rgadfigm a Product EvakMtlon Entity tLi ?4tg Pn dL h 9emLAmnm Arse Approval .for Use said Rift soma P11>al1a ra�.EtsfOtlmAtm ! PLlmin 1 MIs&f6 18tµ saga high don* min tormenter pulse 01A72023 You Yes NIA NIA Florida Departrnartt of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail pagald+ II Iar2ols FLAMlr4M Saar Erd& or rot 291 MPAaln dak San Version &Lhme YalOSML®( Validated BLo FW AnctWM Approval lum Rerisbn 2017 Mirak lndusbW, Ian D"id wait ICC EVWUWW Service, LLC ICC Evaluation SKVIM. 1(V1a017 10H92017 1010/2)17 Approved Casegay: Structure] Compensate (314)851-7480 LLC. SW Crlgmy: Trim Phut dxadirmp.aom ls6) 5994M ' Compsam asiearod: evauation ftapodhan s Pa dud EvaYWkn Easy BAi14L�.�&&t 2&ULANNMM Approved for the Amoved forIh! hoes Haas lea!product Model. Number aw three Ltd 22Wold6ukwAtl k InNVHZ ouw&mYtii Bad"" Bamure 5 M770HS 20 ga Mph strength ham tanager Phes olmi2m Ya Yu MIA WA Ammh2smt S Product Mod.L Number or Nam e I EPS Insulation Search Criteria Code Version: 2017 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Erdlty Contract Expired: ALL Product Description: ALL Approved for -..laid. HVHZ: ALL Deelgn Pressure; ALL Dale To: ALL Product Deecrietion Expanded Polystyrene Block Type FL g: 14281 Product Manufacturer: ALL Subcategory: ALL Compliance Method; All Product Model, Nun bar or Name: ALL Approved for use in HVHZ: ALL Impept Reaislard: ALL Date From: ALL Queltbc Assufenoe Approved for use Approved for Use Impact Design Contract Expiretion Date In HVHZ Omide HVHZ Resistant Preeaure 04/112022 Yes Yes WA NIA _a._. 0 N Cn ^' �LJ +, ♦ 1 W O Q 0 O ' C7) ca -l--,, U -0 N �- cA C 0 .��_//�ss VJ 0 0 O W 0 E U- O - .� Cn 0 CD O -0 .a �� /U� VJ Q Z Z W J Cin (D C: 0 ■ a� ■ aa� Cn 0 '15) CIO CIO C U O L U °- v, VICU W Q Z Z Q J SHEET NO. PA 1,?- y� iio � p 41��3 9�itiY�G✓,�� � 2i3�� �i�� �,�� �Z�m � � � �� a C