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HomeMy WebLinkAbout39786 Harmon Grove Ctr I I 111111l IMTT Ir ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing BF Bdold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Brit. Beam GFI or G.F.I. Ground Fault Interrupter RS, RIS, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Cirde HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Doi. 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 QED 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 MIL or M.L. Microlam 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. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. 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 ALL 'tNORK SHALL I V I I ' .. . CODES :!-ORIDA B1s,;-C'I1\iC CODE, .;A-rinKIA! ELECTRIC AND THE CITY OF ;ORDINANCES :N :I L- tL1 FL51L--- I 1111V1 IE V pA�� WL P`�N E)(AMINE1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. . ,e6;�t;1lulirrl�, N nr f(_ 1 Y� R O F E S S I0� IIIIli1111�` \1 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 eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. !W tp pWp $ � N # LQ V IN d) nc mLL a)J st a) w to G u - a u N? 103j:SL3C��-Mca-j y-, W ' Jmu-IL a a Z � � o, 0 rCz ° :3 m tD a:W ,rn ma Z IL 04fri O J Z Q V "" 00❑ W U J d � 13 �z - N UI 4--+ Cn W � jC .0 � O— w N �N c LU L Q Y so CID W M ii Z a c E E 0 s wi Z® oa f0 H o E a z0 da UO ov �Z Z o ao WZ ro (n C z .0.8 y� m� O 2LL Z Cj J �b `W aw �WZ o W 7i 3 o 4 mw C3 w V °zla 3 121) ^L � W 0) U Q C o 0 o C7 Cfl m C I� r co O CV T T i CN � E m .4. T C')N O c Z E O E L m c JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. C S • 11�.�- ••igW�1W1111NMMNN��-���l�M� I.�II 0 0 a A a H.B. S3 EGRESS EGRESS �IIIIIIIIIIIIII=1111C]��1111111=11111111111111Moo =11111111111111=�IIIIIIIIIIIIIIIC] � I.1111111111�1111111=11111111111111111=i ���C]1111111::11111111111111111=IIIIi1111111111=11111111111111 E I - I - Q II % , M SURROUND ® . 21 STORY u OP 1 Nis . BEDROOM - ..cow _ VAULT. CLG.BED A, CARPET . CARPETrr .... . CARPET CARPET •"� ■��� ,7 MM ■ ' �� 1. B.F. 1. ■ rF y 1 u .. ■,�� �I�� �IIIIIIIIIIIIC711111111111[]IIIIIIIIIII Alff . ■mil■��I�il■ - mr-Re VAULTED Ul)- FAMILY -■■■��■ INMNNNINN:::MNNNNNN:. �IIIIIIIIIf�� � ���W -� - - _ CARPET.���I�il pop _ ,�' , © ♦ BASE m - 3 ® v 1 i �� ■ NOTE: FINISHED WALLS TO BE uFLUSH. VERIFY IN ® 1 ■ - 1�■ •- ■ ®��� • , �' 1�% ■ C� 'j - ■/ In : • ZIDRYER A- 1 1 VENT W1 THRU ROOF EDGE OF SLAB 2" BEYOND WALL X �r;�LII����L<lC1Y�■�iittili/ MCI) 1 1. �. '■I - GARAGE r:� .� ♦ ■coo �. - i■■�. �. . CARPET CARPET PROVIDE TYP @ 0-­3- APPLIANCE GARAGE ■WHEN PROTECTION REQUIRED OPENING PER FBC IIC]111111111111111[]�I11111111111111111❑IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIi111111111111C]IIIIIIIi111111111[]1111111111111111[]111111��1�11111::IIIIIIIIIIIIIIIIIIIL! A KBA S3 -10" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20X38j 18}X37j S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20X72 184X714 S.H. 11­12 271/4X26 26X254 S.H. 1 H3 27 114 X 38 26 x 371 S.H. 1H4 27 j X 501 26 x 50 S.H. 11­15 274X63 26X621/2 S.H. 11­16 274X72 26X71112 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 X 38 36 j X 37 3/4 S.H. 24 37 X 50 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 381j 52 X 37 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 j S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. I:flTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: 14 "=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recircutated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 (b) +28.3 / -36.4 �E +26.6 / -28.0 0 +26.6 / -32.2 �G SEE SN SHEET �H 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 1111111111111111 - .: 1 • TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1936 1936 416 20 2372 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) d:�•� r 1 A I J� %, '•. F UO RO F E S S, To the best of the Engineers knowledge, Information and belief, the stnudura plans and speafications 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 W F a 8 �m� N �p N N a S N _j0 �, n I " rn tl! fA Q r'nn�Z U. LL a M C,4 w vi �LLu_ aa� � -va, W0 J;Ec' o Como °' �p Z LLN Go Ci 0 U.) N Z Co W O6 ❑ ❑ ❑ cD z Z Q �� - IV cn Ur LLo N � U W -� O in w Uj S t �� _j W Z ' �� E U ~ @ �. 0 Z• oa 00 _Q. O is yr o �_ z N �o N N C0. UUO y0 Zu z y (Nq • a o <W Z 0 W a � LL a �W co 0. >i a Ov 3 `N = J i✓ N O) '- U �1 `/. T C) so c E T (0 O _ 49T.� (V CID r T N cEa T iri O Z z c E 0 m 77 Mj c a. C U Q p J JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 1 L -- VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / U) w MEDICINE CABINET 00 �t OQ OQ O N cocoCN m cM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - CV FIN. FLR. KITCHEN I 0L=j 0 CV 0 0 OPT. REF. KITCHEN •r I I i i I I OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. ` TOWEL BAR BEa ON BATHROOM WALL F' SHWR. o = C7 VALVES - w o 00 = C° SOAP - co co O co o DISH U r 0 0 d o M OTM TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY ` O F- MIRROR N , h , 00 c ih OWNER'S BATH BATH 2 O 80 INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY N. REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP '1011H BASE 0 00 LL CO O 2x T a L 0? FRAMING r M Z0 1 /2" GYP BOARD - FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"=1'-0" A 101 O CV N FIN. FLR. CABINET BLOCKING SCALE: 1 /2"=1'-0" 1 5 FLO 0 ,fill IIIml' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings compy with the 2017 Florida Building Code - Residential Oth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E Q m pppp 0 � 8 N ik Lo N N Cr 00 LL .� J W (» LL - p, rn P LL M M y' W y ZW eg0 013 tm4 20mio NN OJ�yJ WN IL i UyZ Q II I W U Z N Z z izo J O d � v08 z iy N LL O W s vcn N c N i LU • Q Y w se CD M W V5 F g Q � 8 g- o i'it mo >o � s o U Ck �- Uj oa: W N if p O� w <o z m� O �x zLL zcoC CO _�� a m c� N O) '> > U T o C7 CO m mo c � E t— 70 cc O 0) .� = cV T I ,- 04 ° N O N ,— ai m M N .. C z C E O E r .2 W C a U JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 2 12 5� 01 El ��I�I���01 00[71 7E] E-71 El El 1:71 D D 14-0" RIDGE VENT 12 5� 12 �5 ----------------------------HEEL 12 5� F4 — — — — T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS 00 FINISH ON C.M.U. I (TYP.) ----F.FL. FRONT ELEVATION - Al 12 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------- --TnM -------- — —----------------------------------------------------------------------------------------------------------------------------- �- -- TEXTURED CEMENTICIOUS ol 2'-0" FINISH ON C.M.U. TEXTURED (TYP•) CEMENTICIOUS FINISH ON C.M.U. (TYP.) ------------I---------------------------------------------------------------------------------------------------------------II-----------------I--- LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. OWN," �i �\ SE 'b (✓ _J N U0. 'Jv (lam O FLO•'••, .•• .......... Z4�*ROFESS1 \\\ rrrrjjl)nt � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) F a (gyp} � N W CIS d cr-, tr�J �i mJ a- M fN7 � fn a gyp �LLLL ZL a 0 0 N m m m W Jo a L a Z 00 °� Nc Qai N M Q U J ° z ❑❑❑ W z C400 a 13 t/ / - Nm Z O . �- LL (a U Cn W � O W 8 N c 4 W — e Q g w LL E W 0 � go g aR _• E U F � aa1 X U o ❑a �O MZ aZ N � i .o a o ¢� W ��•, ry Cx vW s m o ZLL Z J ° g �z aZ W L) o ��� �_ Mill!w zIa vo 3 > 0 N O_) 0 Y O O Al m 0 to I� W c E I� it T— '1 t t0 0) Q� r 04 Em M 04 O Z ZE C)ct o .. r '0 a M € a a U _ ¢ p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 3.1 A 9 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -10" -6-0" ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F. FL. 6" FASCIA (NP) TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 —EXTENDED OVERHANG TI BE CENTERE[ ON DOOR ------------------------------------------------------------ — ft REAR ELEVATION — Al 14'-0" RIDGE VENT SCALE: 1 /4"=V-0" T.O.M. , HDR HGT. 0 bo bo iD F.FL. 12 �5 --------------------------------------------------------------------------------------------------------------------------------------------- RIGHT ELEVATION — Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portiand 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 wail 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. j `,�1 %111lllllt, �� 0 W iq$// 6 ••J` 7: : C14 �. _ v � F l.0 J,�l��✓i���R 0 F E S S 10 �\ To the best of the Engineers knowledge, in;nnation and belief, the structural plans and specifications contained within these drewings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineers signature and seal. W W a o s8 N� ♦� 07 M f` C # 111 LL 4) -. 8 J ik W di Q N N N W LL O. h d y f7 M W13 Z J V _ d =m°i Soo a 4-� W m O W �� M.:i 8 �rn(3) Z j� ILt LLW 00 N o K C y N M Q U J Z W " Z Z � z aQ Z M �/� � WE LL 4-1 N � 0 V) LU c C) 8001;> _. ¢ 04 w • m M w z o Z • o° Z� p� 6N Q a E U fC 0 o zu oa w� Z N a� �p Z oRZ ww I— d L .. ro o �o C 2 '12 0 0 Z c J m� =Z 3 wm gy ° W iz 81 w ,. U a y w U N �— S IIIIIIIIII� V -;r i�d = °3 �N. J m W i` U � (D m 0 CD ~ C E � r It 70 tv O _ (V T I N r' - T ui 0) m Z T cM N iri O o Z Z E C) cY v .— m c a U � Q p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 3.2 I111111111IWMULI, VARIES 1'-10" 12' CAP _ CAP 2" 211 *NOTE: N 111 iv 1"RADIUS FOAM TO BE USED ONLY WHEN 1/2" RADIUS tiaZD REQUIRED BY ^ - 31/2" RADIUS COMMUNITY ~� 1'-5 liry C14.. co c SPECS. IF NOT, N 3/4" RADIUS 4� cO DETAIL TO BE 1" 2" OPENING VARIES 2" 111 111 BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N 1" 4" VARIES - EDGE OF crnv AN 1'-0" 1' OPENING VARIES 21„ VARIES T 12 VARIES " N '� 111 11-011 111 1 1/2" RADIUS 1141" 2" 411 4 2 1/2" RADIUS all �a N C;50 crnv (D �io Av - ryWv CO VARIES 12 34" 11 j 32" N .'•N 3" 2"" 1" �" 1" BASE BASE r„1 118„ �� 111 111 T 411 I • 4" c 121 "NOTE: VARIES 8" 2" FOAM TO BE USED �q 3„ ONLY WHEN REQUIRED BY d 1'-6„ in COMMUNITY L 1" SPECS. IF NOT, 1" OPENING VARIES 2" ill 1'-4" f — �d DETAIL TO BE 2" 2" ZDE BUILT W/ STUCCO. 2411 • EDGE OF ki _U OPENING 6" ro 1-1/2" THICK 1-1/2" THICK 3 v � 4"10" N 1011 611 O] '2�" � N N s CV - Of s s 01 a � N 4" 6" ui cn M CD 2" 2" 411 311 C •LS N Eli 1-1/2" THICK" 2411 2'-4" r 54" 1,-5„ 54" 7" 1I. 4"Ir. lG 11�11 311 fV io y. 00 IN I 4" 1" 12 VARIES VARIES 111 a`3 CR N U) 111 W 22 v � _ , • VARIES VARIES i t lz C r r r 3 4" 8" -- c _a 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 N N i iV V'C� OPTIONAL OPTIONAL 0p1' In 11 " „ 2 44 CD v R4�r"v11 3 0 12 I # ' 4" GARAGE DR. OPENING 4" 3 a 4 WINDOW OPENING 4 NOTE: • INSTALL OVER STONE, TYP. o • FIN. TO HAVE TRADITIONAL � VARIES LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED o NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 2'-1" 4 a" 2' 1'-4" SMOOTH FINISH 14 1'-63" 1 1 y 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54' 1'-14" 5-4"'d 3'-8" 711 iv a„ 4" T-0" 4" a� 1 10" 1'-4" 10.1 O iv 0 iD io a N v fV A L�4. 0 1 c N 1" CD R�i+ a er A N o _ch c� 0 '4 Sta 1 " R;101 111 2 of v N GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 CN CN N N O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentlal eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. w a 2 m Nic 8 ci N 03 r rit a y M M W' y a 0 J LL LL a — d — Z O Z t&S O co mO N f J ILZ o 0 N "' J 6 O i °Q❑❑❑ W Ur v Z 8 J z �(N -J LL R) N O N L N N � Iz „ ch f6ch U • c Y N � MID CD c ffi M g�Z QFz i - E o° z0 19 O N V 9x � Q oa oa U0 o 0U o� z N i z do w. wU N yai �O o LL 2 C40 Q) a! ((A < ° 4 W z ° N O U a mw W V <o LL �� o Fw zld 0i 0 3 J IM � W \ co N Q C 2 m 'O^ O 7— sov c0 � O = CV T O = 00 T N N m T M N rri O c Z Z c O E T y c 0- U Q p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. F 1 I , i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped With an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wP WEATHERPROOF DUPLEX OUTLET 0GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph rtlbv SPECIAL PURPOSE OUTLET 12-9 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 'Qt EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FEN PUSH BUTTON SWITCH (OPTIONAL) i0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL i DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER ;r14 copper to IigMS a Donets [� 211A 00 A 1MP N12 copper to 20 emp clns #10-2 copper to WH #10-3 copper to Dryer MAIN "y 0 vo Dr 4/0sER au 200 amp 150 amp s nect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING Q #4 GROUNDING WIRE TERMINATION PER 7f WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn omo comrnc RECEPT. FOR ALARM SYSTEM — vCRIr" T IVIC 1 Cr[ LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-Al SCALE: Y4'=1'-0" 0 N 0 N 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. W a o cm s8 N94 m V Q r 9�- ^ C 10 LL J ik W d! Ur, (I 32 LLLLa M Q ej W N � u u- a a 0= Z 9C_mmo W Mr- o Z LLCo CS N T O MQ v0 Z W Z Z n a z Q) LD r� r� W V � Ow �N � C �33 N W N 4t16 o M 0o W z ce E 0 �� oa Wa Q E �° O < az U Nzi ZO o N a; .Z ao W� � m� rp C O ZLL Zco coJ ati g W C U 8 w i d rn w LoK �E Mill o o co z �r �x a IN vo 3 a 2N = d J W W it co 4) U° nC1 0 CD CO W m 0 I� � f co � = N f r = °�° r N M N N E � r N d Z c E O N r N c a o U Q p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 4 It I ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation sow ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE*" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-Al SCALE: Y4"=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. txterlor uovering 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. I Attic Ventilation II 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 comice vents. '"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. a�OWIV P • `SAS F-•��� _ J 0 ESSJO'tk ,' 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 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a N 88 m Vc`Pr4 0 Lo C R i` N N 't 0 a rn t- 32 M LL LL a �i Qj CC7 co LLLL W ' fn a °w W Z 11 0 m�; 2� rz tp N �_ '0" m o Qa LWC15 Z 91 LO r..Z -1 o N V W IDz z Q � rz � t+ 7 Z CA � W W � U 0I— c to co U � c � � 0 Q ao O M z w z E m. Zg yp Q a E 0 oLL QQ l V 00 a x oa 3�d � z p_ CV ro w i z o ado z X J m i ra �C g�� o z z C,3N J rlj �b �z fW Ov W�3 w NLL z ~ � p Z (�IH ag 11111111� CO � 1~ oz z< 0~ u3 �C4 J M > � 1= U � T 2 m C E A t r co O 4i • � _ CN r 4 = N N O) M T M N iri O d Z C O E H77 r C a.0 J Qa 3 JOB NO : 20-8073 SCALE : AS NOTED SHEET NO. 5 H.B.; A TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ------------------- --........ ­ ---------------------- ----------------- ■ ■ ■ 111111 ...................... _ 0 c0 I ► I .- I - \ Ii 0'-0" ■ fl -31/2" `O1 c 0I G \ \ ��- SINK / DISP _ _ \� \ �F---� l :: c `� \ 1 1 D.W. j \ \ ' I ( I ;4 _ :: III --,, :::. II 4 A"' S3 Ln L' L STEPS AS Ua : L - _ - J _ _ _ I CHASE TO IS 4D -- - - PROVIDE 1 Y" RECESS \ \ CJ L - _ - _ _ _ _ - - _ _ - J CJ OPT • -r- 1 C4 : I I o I I CJ I ■ TYP @ 1 STORY U.N.O. REQUIRED FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. ::.' :: I 10 10' PER FIELD I MASON'S SLOPE FOR `� KITCHEN ISLAND CONDITIONS WIDTH `I� \ LOW WALLS I • ; :: •; I _ 4'-0" I \ 16'-10" 12'-10" 0 INDICATES FILLED CELL w/ 3000 PSI `� \ ` ` v �Irl CONC. GROUT FROM FT. TO BEAM \ \ ` ` r J — — — — — •— — — — — W/ (1) #5 REBAR VERT ABOVE SLAB ' ::::::::::: ' ' ' :::::::. ■ ■ ... . . . .. . TYP @ ALL PLACES SHOWN I I .::::::::::::::::::...:::::::::::: \ \ \ 0'-0" TOP OF CONC,I PAVER T BE 4" . .. ■ (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED \ \ HVAC CHASE BELOW FIN. FLR. 4 IL 4'4" 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" \ BASED ON SLOPE I FILLED CELL PROVIDE 3'i' x 9" �6 \LOCATION = I \\\ I RECESS FOR FRT. POORJI M L icy o I N. \ 2'-6"x2'-6"X1'-0" FTG 'n I ��� S3 '- 25'-10, g� \\ \ g-_5,' W/ (3) #5 E.W. 4.�,� ( LO V\\ Y A \ TS3 (2) #5 REBAR _ TYP @ 1 STORY 33 CC ( o? U.N.O. 83 VERTICALS w/ in I I i�� I AHU I I FILLED CELL C14 2'-6"x2'-6"X1'-0" FTG '_ " ^ 3 5 W/ (3) #5 E.W. �� 2-6" x 2'-6" x 1' oil W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS wAin G -3 1/2" I S3 I I OPT. D PT. I SLOPE 7 I FILLED CELL — �T� I ::::' — .......... ................. ■ ------------- 5'-3" V-10" L 3._6.' I 0 I I = of -01 ih O T.• ■ — CJ :: CJ — CJ 9 • I 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7j" 7'-10" 1'-I ". ' EDGE OF SLAB 2" I I T CD T SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY J iv 3-1/2" MIN 2500 PSI CONC = K v S3 `r' I SLAB OVER 6 MIL VISQUEEN I M`f I S3 I I VAPOR BARRIER '- 35 =4" 20'-6" ■ • I BUILDER TO 0'-0" I PROVIDE I (2) #5 REBAR (; APPLIANCE VERTICALS w/ in 4'-0" 12'-1° O FILLED CELL ZD WH• WHOENEREQUIRED � �----------� •• � � PER FBC =00 --- -- ---------L' — -- •I-- ------J 5'- 6' A S3 TYP @ 1 STORY U.N.O. H.B. 7'- 8'-6 " FOUNDATION PLAN MONO - ELEV-Al SCALE: %4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF 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 A. CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 9-v 7 7 7". -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 1011I r/v ,l ,l K r/�Z ,, �. • aS ••• . •JJ\ ' nroo F it Y N :• U .0 o, �•' F 1. � ,.•' O F E S t ON °. /lllllllll tit 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Eo Q E ��pp N iR N04 Lo C co 0) to (j) 1, LL LL 0. fN7 M W N d Z 0 J L,LL S Q m cn i 0W tag IY m o 'N m J W0�O_jO' p nQ Z coN O Q' G y N Z f7 V � j Z 06000 W z z z cl- to - N Z U QO N Lu W 8 I ^ v ' N _ co W U in • Q o W Q J a E 0 i i� z• o0 w OE ao fL w Z- N� d ao °do wz mf ra N CUU y 0 o Zu Z N N a ° Q W 2Z o W 81 wLL i EkW Uo A 5 �U3 J �(V M > it U 0) � > T m 1 •� C T V M O 07 �• ■� = N r rn I �� aLO E m c T Ch N Z Z C E C) m m C O JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 6 • UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 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 1 400 320 8 - 8d RT3 345 305 1 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 1 112" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 `* 8 -10d x 3" JUS26 1000/1080** - - 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 31/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1 1010 1 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10.17-19 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 (8) 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM 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" `4+`,,,ttR0�W►refii,�`r�� 1 J ti� 60 J F L. O OFESStON ��� elf"111I I it bt'lttt�� 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 88 N N C 000 LL # M rA r--� J W —LL LL a Qaj M M W v7 Uj LL a z J LL a a C S W lz m O �Ymra¢ornOW IL LL z0:Ogn UU -aj ZN O❑El❑ W z_ N z Q a � - � � •(10 cn d LLJ �0 V) c N ' U LT � E � n � �0 Q C-4 0, se 2Z W Ce3 0O s U- zo wL® rp O Ho ova 0° pp Z O E r0 L i p ao a it J d (n C OpUY N O m0 Zz z v7 J " Q W 2. U d pa O u az y W 9 A` O Yz �a H KR �7 0C zla 0§ o 3 0 04 = � J m > 04 0) " U N T Q 0 C0 C E r 70 ca O 0) _ N t T to 00 r N m T CV)N vi O 0 Z z E O E fA r a U ¢ p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry wails shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcai (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 8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/iT FORM dr GROUT SOLID V Q . N W J �U O #5 BAR CONT. 8F12-16/1T "V" LINTEL DETAIL SCALE = N.T.S. ZEN F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16— B/ 1 T NO j� Z �NOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-1� precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. B. Mortar per ASTM C270 type M or S. #SREBAR IN. AT TOP (1) REQ'D LR ALTERNATE POWERS STEEL LINTEL ° ° ° Q °C.M.U. ° #5 REBAR AT TOP ° ° ° GROUT MIN. (1) REO'D ° 4 ° _ D 1.1/2" CLEAR e ° < J Q L n ° -45 REBAR AT = N 0 w O BOTTOM OF rn ? Lu 4 o LINTEL CAVITY w 0 X w -BOTTOM REINFORCING PROVIDED IN LINTEL ¢ 0 iJ Z LL O �u m I> D ¢ #5 REBAR AT BOTTC 7-5/8"ACTUAL 'NOMINAL WIDTH � i� �, AS INDICATED (VARIES) cn o o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OF O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4°=V-0'r v, K ccvr r U W '• Z FL.p r/✓� p�•�••......•••�•�� 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 Me drawing pages bearing Engineers signature and seal. 0) {p pp C pNp u- I0f! co 1— LL LL a ro W N Lu a a Z CaLLLL 01 L cc C M O O �. �.�N t0 Co,CO J ¢ Z LLW N2"rn � N Z U Z N OU ❑❑❑ W 0 z Z n Q Cl- 0 W cn C 0 ) V) w C= w % t ;I _. • Q C11 $r CD M w z LL_ US � RQ Qa o E Z o fo CD 0° g= N o trio �w m0 • rp C z ppYU O Zu ZZ N J 3 a " �i ° g U aZ rJ ati x �� CD CD 0 et 5 t 00 3 0 04 = m J > 0 � " U a C � o r 0 mo 70 r c = N r I LO r CN C) ° N � N r E c. r M N e Z Z c E E ai TO ui m c a 0 _ ii Q a � JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. 8 Z. w 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 D ALTERNATIVE HAVE BEEN CREATED T REPLACE CCA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOO S E C E 0 THAT E CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS HA ARE THAT RESIST F R EXAMPLE AC AC -D CBA-A OR CA-B OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS S ST 0 Q-C, Q , 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 t 2 INCHES (914 t 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 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 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 ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / 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 Yz" GROUT FILLED MASONRY: �" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND TAT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- 18 ENCLOSED BLDG INTERNAL PRESSURE COEFFICIENT= 0.) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE' 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25417. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. 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. Irrigationlspnnkler systems indudin all ricers and spray heads shall nOt be installed A hin 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 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinfell occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 C ncrete oyerpo and mortar along the foundation perimeter must be removed be ore extenor sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1' -V of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertu I chemical barrier must be instal( aft construction Is complete, includingclandscaping and irrigation. Any sotl distur�ed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all glade stakes, tub trap boxes, forms, shoring or other cellulose containing material. ,JLU x O F E 51 ON 5 �,���� Ifill$Ii11110 To the best of the Engineers knowledge, information and belief, Me structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 N 19 N_ A 19 Lo 0 C :to!p 7 ,�, 0,; id � LL W - -, G. LL J LLLLLL LL a "j 0O �-or- L N z 0 O F W p co 0�O_ m MO o CL IL "1. rA N Z N < 0 to = 0 � OU �00 W 0 z a Ln - N �4- f13 LU LL W W �0LLJ V) c w m w __j U_ n. 0 US s gR K o a _E ♦- oW� X� Z O N 92 o s �z ¢� aZ W3i to cn C pY o ZLL z b U � 0� _ ca . oa zl o o 5 3 0 04 = ff J M W C9 .> o N 0) 00-* N > O ^' o m 0 (� I_ W � O r' T 70 tl3 O N r Q± I F, N T •cL N m T M N O c Z Z E 0 E ui a U � Q p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. SN 3 3 Q rn N a v rn 0 O Go I 0 Q z v x 0 J CD 00 I N i c 3 a N N E x 0 c 0 U 2 0 t� CL N fl 0 c 0 a N N 0 Y S 0 to CORNER OF HOME GARAGE SIDE w J In c� ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +r; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +rs V-0" + 6'-0�- + + + +++ +++ + + + + + + + ++ + + + + + + + + + + + + + + +++++ + ++ + + + + + + + + o + + + + + + ++ + + + + + + + + io + + + + + + + + ++ +++ +++ + UIP-1 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/el wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocldng ° 1/8" gap r i FILL CELL STD. 90° HOOK BOND BEAM kn Lou a STD. 90° CONT. #5 BAR >� HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR 1NTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TA 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" ) gap max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6", - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 ROM SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check _ local building 1/16 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side „ 10 -0 at bearing. TANK -LESS W/H H C G 000 5'-0" Q c� STUB -OUT FOR 1'-0" o ° GAS METER 0 o c 'Ct U (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR (3)16d TOENAILS 2' X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-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) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BC16000s® 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 BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sw 11-7/ " 3-16d 3-16d i 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/89 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. to El ROUND HOLE MAY 6,� 6��1. 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Y2" 8 1'-0" 1'-1" 1'-2" V-2" 1'-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" 1'-1" 1'-2" V-2" 1'-3" 1'-9" 2'4" 2'-11" 3'-7" W-2" 4'-9" 5'4" — Span (ft) 16 V-0" V-1 " V-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-1" V-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" W-11" 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL it — SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • ° ,° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENETERED @ PIPE PENETRATION d a a. d e d e d: v 00 • • FINISffGRADE �r— Backer block (12" wide min.) —I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' ' Joist hanger SEE PLAN FOR--'< . q • • • EITOL FOUNDATION INFO ' e STEM FOUNDATION GRADE r— REINF. SEE PLAN Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. II— v } r A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"—\ CENETERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE r—PLUMBING LINE d A l—h ai a'e : .e is Z ••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 d a ' .e e a I a e a s a SEE FND. PLN. SIZE & REINF. J. r *,�.�,t�ri1llllrrrrri �� N� E•• '• • J N < U ,•'• P �•C. F o L 0 �nFcSS,o`'r� �\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o 9 m pip O 4 N i! N Cb 2 N J V (A 0 a;�� �i LL-+a aL y- 1 M � W to Z 0�' -9�• �; O ro 12 _o6 m W toNCO m m 2rnrn ¢�¢ coa Z ILd Z LO N M¢ Uo3 OU ��0 W N Z z z a �4 z LL V N by . � 0 g c N �$ o W E a Z Q E 012'. t( XU< oa O g1 Uz� z�L C.•�V badipo �= (� CIO � -J mOWg h Ca u <z i Sao J8 U S ° Z _A -' co � ZI< OU 3 �IN J Sn..1 M W 0 N � '' � U � T o m 0 CO C E � � ka � = T N rn N 0 M ,Z• 3 T M N vi O c Z Z C E 0 o m r- m a U Q p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. S N 1 I - I-Iffl-M A. .. 1■Inl■lrugvr[I .1 ,..1, I 1 1 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES / (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 /� I IU7/16" O.S.B. MIN. SEE ROOF /NAILING SCHEDULE ON SHT Ci 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \12'N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL o FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E- r ° L I 00 M � s 6 MIL VAPOR > z t BARRIER ; C � 1 � D i�t COMP. SOIL. ° T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4■ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-, SEE A/S3 OR J/S6 -�`� FOR REINF. INFO. 3" MIN. CLEARANCE 1' - (1 STOR)) / V-'8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' - (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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>t: 1=11=11=lilt: (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 WWF OR FIBERMESH ° TT I I ,�r 5/8"OR 1/2" HIGH STRENGTH -­- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. L� SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2"• 31/2" MIN. ° ° ° ° ° ° ° ° ° ELEV. -0'-31/2" � ° °° ° ° . p ° 2x4 CONT. ° ° A.F.FU- °O d z ° °° ° g° ° ° N 60 r. p °4 I I ° 4 ,�r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) - SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT _ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)11 NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW �-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR �1) HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL.HGT. < 8'-1 (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT:1/2"x12"TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANSULATION �—INSULATION PER CHART ON FLOOR PLAN / @ 24" O.C.) PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION IMPSON SP1 w/ 10 10d NAILS ()IF NOTED, THIS REFERS T SIMPSON SP1 w/ (10)10d NAILS F� STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2"MIN. ° 1/2"(min.)- 4" _ > 00 n n 0 . 1/2"(min.)- 4" 8,t�ll� ' �" �I I • ° ° ° a ° a ° 31/2 (mm. 1-4 - 31/2 min. - 4 I` JI , j�,j7LTf( GARAGE DEPTH VARIES °- TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ � 1,�„ 8N (2) #5 CONT. U.N.O. '4 81. WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN.SHEARWALL C TYPICAL BEARING WALL @STEP K`CC "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 S3 S3 FOR ADDITIONAL SLAB INFORMATION. 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 �vV 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 iv 2x P.T. PLATE TYP r ASSUMED FINISHED GRADE MONO OR STEMWALL z ° FOOTING MONO SHOWN o p FOR CLARITY p D o ° D ° i-III-III-III-III-III-1 III -I -I I -III -III -I i I- ? NOTE: g D ° I-III-III-i I I-III-III-� I M I I I -II I-III=1 I I=1 *FOR BEARING WALL I= 1=1 =1 I 1=1 1=1 I- '- W/ UPLIFT ONLY I I I=1 I I=1 I I-1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 -I-III-III=III-III-I 11-I I I=1 I I -I I -TI_1 -I III �T IT, l 11=1 11=1 11=1 11=1 I �- -I I -I I I-1 I I l 1 I I-1 I I. III-III=1 I I -III -II I -I 11-� FRAME WALL TO C.M.U. WALL CONNECTION 11-1 11= I I I D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" . ' ° v GRADE — e _ T M 'IT (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT r O.H.D. RECESS z 13 O.H.D. RECESS •.. z M•.. tt d• 4" • °� I 4 SEE A/S3 OR J/SI FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) 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. �E�S�GJP ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 0� s INSULATION PER FBC AND ENERGY�c � J FORM SUBMITTED WITH PERMIT /' \ (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH r WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR p ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T M FINISH GRADE °D 5 (GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIEqR% . ° ° 0O T R 17/8r - ' fV z #5 REINFORCING BAR • • • • • Ih�I II".�Il=1I= • • . - • • `IIEI�11::11.11,11.11 �1CC u7i IIv� llr SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. ol 1/2" FROM SLAB CONT. BEAD SEALANT • INTERIOR a.. a. -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e0 E - n z � Cl) 6 MIL VAPOR BARRIER t 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E� j 6x6W1.4xW1.4 c� I `WWF OR FIBERMESH ) r, K S3 . REINFORCING BAR D • / / • NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE o n W U m' d a r REBAR DETAILS F SCALE: N.T.S. S3 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 ,- BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7/16" O.S.B. you COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w � SCHEDULE C ¢ 6x6 P.T. #2 SYP �W Fn ABU66 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS r (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24"O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH r (2) #5 CONT. . ' =1 I - I r' ON 3" CHAIRS 8. 1 r A rr pn (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0"VARIES S3 1 1/2" RECESS FOR - i r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH SEE A/S3/J/S6 --" I T l -n: r' /' `r'-"'- ' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS GCSS.G.D.��M SCALE:3/4"=V-0" \\ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ._ EXTEND FILL CELLS = TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. c-4 ' M GRADE --A 00 d c�Uj;III=III a ° • ° 1=I 11111=111=1 z W LLI o I=1I 1=1 =-III-I 11=1 -I i w 0 CIO = illlllllll • • °. 11=1�1=1�1 - z Z a UL — `� ITr1 =1-I I I I 1 I 1=1 � 1 I I 1 11=1 I I= III I i-I I -I I -III -I I-i I-i I I_ ' FOOTING 1 1=1 11=1 I a I 1=1 I I I I -1 11-111- BEYOND PAD REINFORCEMENT 1 -111=1 I I -III ,- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 s,�rst�tttklEOlfftt�/�`f .a �A S E" o Q � v I • J T_ C '� F L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q �Np N ik N co J 0 d! rtf N - LL � ,o � J -i W �r`C� LLLLa �i ul e1 M M W ' fA @LLLL' aa� J Z �Im (m� Z IL Go US N D y ��Z U� U Z O W z z N Z t7 C a/-}-�+ V .O cn LLJ M W Ul g N Q Offit M =9M W 1 U- E o �a n OV 9 r6 �� 18 o° _CL ° Z E a �Zq �z ry N C � O iz Z J ° �z W (� 8a 0 Sao z �w z F il% 3 W � m U O 0 1..� 0 m 0 CD ~ -Q C E d- f d" ■� = CV r N00 N r m M N c CC z T E O iri O — Z to a E U « Q to C JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEAI MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENLY „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ I a4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)1Old 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"Xi 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D CJ'4 SCALE: N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■���I� MAW■■ 1�110 00 _ milli '�IT �!■_III Ilia'■ NOTES: 1U 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. (D OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J s r j FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ;.:� GARAGE FLOOR �T TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING-0) BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF p�NpO� �N 2x CRIPPLES @ —i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —/ O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP IARAGE IOOR vvvn r w-.vn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 — FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (NP) SEE ELEV. SI%S)ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" — NAILS AT EA. TRUSS VERTICAL WEB (24 O.C. MAX) w/ MIN, 4 EMBEDMENT IN KO BLOCK AT EA. STUD I I• I6I b� 01:1410:4 L11 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. — AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) RY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE -7 NAILS TOTAL) EA. SIDE OF 48N SPLICE STAGGERED . @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 14)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w 0 TOP PLATE 2xV2-16d cC N G NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24 ' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR IPLATE TO CONCRETE REINF. INFO. I TYPICAL INTERIOR NON- E BEARING WOOD FRAME WALL j S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 0:. • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) " • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) .0. ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)114" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 112" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE TV' DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE V DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING ` BLOCKING INTO �(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA• BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/Si PLATE AND BBlS1 FOR 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SPi • K.O. BLOCK W/(1) J-BOLTS @ 24" O.C. #5 CONT. & SIMPSON SIMPSON MAX FILLED RECESS SP4 SP4 LINTEL 7. 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 1 NA TRANSOM FRAMING NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. LPER BOTTOM d / d 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rW� SCALE: N.T.S. ..'61 ttiifiti/ _ U = 1. `JO.�� 41�1 S1(F' 9.1 +DLO "11111111111'+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 Engineer's signature and seal. W a O8 �R 4 O a U FAN r �r W di Qa1MCN' r LL n (n�0 LL � W y TLIU mLL 0 Z t.- 2.6- � - =A Oot- W'of°n� "f. LL M z N Q V J ❑❑❑ W R z N ch z � z a) a - N z X �, W W U � 0^ w s fr ! �Nco C N co U ¢ Y C'a s o W Z LL wo Q a E E OV o0 " ? ® ❑a g nj R8 XU � Do ZO E O � N dp az a wz �O rp ;to z oY -2 0 oz Z J ¢w z �z tq a 3 8I W rJ 3 ww �� -Z h w �k �� co za 10a 3 J 1N W 0 1= '— U N CY) T am a (0 F— 0 (0 0) �• = N r T Cfl CD °I�° L ) r i N N r ui M d% r M N O d Z Z C E O E r y �o c a U _j v ¢ p c JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. S4 3 Q 5 0 iF n 0 1 'N 3 Q 0 J h i N i C 3 Q N N v a. E H 0 51 rs a 0 J w t� N NN N 5 c 0 a N NN N S 0 iE -o SIMPSON HGAM10KTA W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER@24 AND NAILING SCHEDULE OR SHEATHING DETAIL SHEATHING DETAIL 24" O.C. BLOCKING FOR114, FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7116" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR r `'' CO " NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING `° °° SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES I" � APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) JIN" AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS W/ 2 2x4 PANEL BLOCKING ATTACHED -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" 0/C FOR THE FIRST ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. (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 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES — SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOU BLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT D AT RIDGE FASTENED EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4'7" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2)16d 2x4 OUTLOOKER 7@ 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/ 1 Old NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" 4" 0/C SDS SCREWS TO TRUSS & (4) 1/4"x3" 16d TOENAILS @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C NF TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2X4 "T" ON TOP OF PANEL—/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 3EE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) 2x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 9' MAX JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12 6.9 MAX./ ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS SIS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) all •II �� II • JI- \ li II �I Ila II II CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MINIMUM (2)16d PER JOINT \— MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) `-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24' 0/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) 1--CONT. BEARING 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. Uj a c� Y CORNERJACK w z tr O U HIP FRAMING REFERENCE PLAN E S5 0 z w a x 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'4" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. mor NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ,1���llydtl !P �v VIV 49 K-! � 4_�r� � P .� •' F L O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2011 Florida Building Code - Residenfial 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o E co o a8 V V Loa n c m u_ 0 iq��'iLLa 0 Q 6 WC h -1 Z @-LLLL 6 ;, � ;f W 7 m N m a "j co2pjO' a Co N O 0' O WN M Z U J °C z ❑OD W CD C z z Z n a $ Ln N z 'O O lL 1 T' �Uin N Uj O W g N W � r8 Y C `ooil 10 Q N m C CD o W r■ LJ6. Q 0 zo C0 g >o 2® E CC _o z C). E CN ao `o az aW N N C 0 zz Z coa' W 3 gp� �w j0 F=-� �� O CO owe .5 ax 0~ 3 1N 0 = 126cm J W C0 ra O) U C U a o T O m 0 C E f 0) N T 00 r N E s T cM N O d z z E O E .— ui ro = a. U J Q J JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. S5 v T3 Q N 0 - J -N T3 Q O� rn 0 3 P2 I N d 3 CI N N H E O e i a c� N N a. .N N 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX.MAx. 8 DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ♦ DO NOT DO THIS � 2"x BOT. PLATE W/ (2)1od @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4" 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C.,02 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" ♦ ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING 11 „ O.C. 2-ROWS INTO 1 DETAIL 2 EDGE DIST. ATTACH1 BAND JOIST W/ FACE NAIL Old PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL D. 90° HOOK (TYP.) STD. ♦ @ TOP & BTTM CHORD, AND 8) 1x4 P.T. & 1x8 P.T. „ STAGGERED @ 12 O.C. FILL SOLID (T BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB DOOR JAMB (REFER TAPCON @ 16" 1 x4 P.T. TO PRODUCT LJIL METAL SEAT PLATE NOTE: O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALLI.. L SHEATHING DOOR JAMB (REFER EACH END W/MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ♦ BLA OTTOM OF BANLAP D JOIST TYPICAL TO PRODUCT APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16° 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. (2) ROWS 10dx3" 2x8 I ♦ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL NOTCH WEB AT THE ' ±5" FIRST 2 COURSESLED BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. �S sCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st4COURSES SOLID w/cRour EMBEDMENT INTO BLK.) 1/4" MAX 7 8° Q ir 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION �• TO BE INSTALLED 7/16" OSB CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" OF CONTACT EFUIRTHER BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. INSTRUNEER .. a .., a.,.. i •. CTIONS. . . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN �,� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 8 AT EA. END RETROFIT TRUSS DETAIL .�, •- CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. e' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 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 &4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. x0VFiq 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ TO TRUSS TOP CHORD yqN MIN. 4" EMBEDMENT AT 16" O.C. �F BOTH 1'-0" 5'-0" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + REQUIRED ' ► ' : ► Q EMBEDMENT INTO .) �1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° ►.. #5 BAR . ► • ► t 2,-0" 8„ SIMPSON i + ► p ° p• 1.0 ° " ° .. CENTERED W/ g BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS + 2X4 SYP � ` ► • : ey H IN TOP - 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS(10) ° EACH TRUSS ° ► .� : KNOCKOUT / cR14 ! ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR '° MONO FOOTING ► '. PROVIDE 2 x 8 DIAG. BRACE B CONT. W/ (3) SIZE AND REINF. PER PLAN (� ° •' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL 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 INSIDE TO ALLOW FOR INSULATION ARCH () #2 SYP @ 24" O.C. ENTER SO IT .► DIRT 6 z TO BE INSTALLED g 4'-0"MAX E PLAN PRECAST LINTEL °•'. °ffTANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION , #5 BAR IN ° HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, all - L, , - L , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") It • . . . - N ., .: ., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. INSTALL WDW, SCREW WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" ' � '� � '� � � '► � � ' ► r ' THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL rK B-B SECTION @ ENTRY K0,L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 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 SIMPSON HTT4 w/ (18)10d 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) ---A —�/ COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- #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" � IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING (T REINFORCING COVER 6, 011 -l/ �o EPDXY MIN. 6" EMBEDMENT & `. � 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 w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n n ► U aJ A REINFORCING AS FOLLOWS: a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ► e ? g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ► ► - EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ; ' REINFORCING PANEL cai� N FILLED CELL SMOOTH. DO NO FURROW. ° , . \ DRILL 3/4" x5� MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ GRADE ►. - > 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 NOTE: C14 ° ► M I ` REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 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. Wt ago E.. Q •� 1N �A Q '., •� FL OFESSiO , � ,,��!!rr►11111�'i 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. a Q pip 8 V N 9 v a�N= #00Lt u7 O� V J # W M QejMCN] rq t` LL 'J a � W� h tr_ t9 Z 0 0. 0: _-d- i o LpR 1­ $.� N Jm J o a Z ILW pjO' LO M Z U W N a J Ov ❑❑❑ UI M Yf z F z z E3 ln - N Z a . �4-j 5 � � U )vllO YZro c a® U WJ r- E U c � � QC11w s • � o M W Z¢ 6 Q E E O oLL Zg }p _® V N f C �� go X U oa w� 8 U Z O C ao aid 0:� . �p C ZZZZ z Oy U m O Z 0z }Z Z fA J <b Z g 3 3 s LL a �w W r CID 5 3 >CN J W c� N 0) '' � U _ Q � T c 0 I-- fn o � r co Nr V ai N r M r C#) N y CD o Z z E O m 0 w a U � a p JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4)12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —� �—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: NTS DIAGONAL - AT 8'-0" MAX ♦ri c- i uu lw "rwl I I I Av y r "u 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP —J CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q, OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) 00 7r I G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD FPLATE SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE a 16" O.C. MAX. INFO. SECTION @ ENTRY $ SCALE: NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE tOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C `./ BM. SPLICE OVER CENTER OF POST SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS e COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8)10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: NTS LOW ROOFNVT L� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/—� L (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS ?dRO Why .� • 6 •: _ Q �, i '• !i FL o ,�7�j�1ROFESSIO` `�\ /1/11111111,1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F. E m m 4 g 88 �Rlg C LL (0 'D L' - Z Qaj fN7M ° c� U_ a Z t@01 it 0oo 7 .@ N co m J NZ �o- O L Z co N J OU U W ❑❑❑ 0 Z gN Z a�i Z a z C1 Ur o N 'U W 0 LU ' LL, ~ E L I _. Q -� co w Cl) J LL o� z j Z a ;= E O E � ' 2 wLL 0. z® @ rd U x� �8 'O OU aid z N E � a� 0S wZ m2 a? - ns �1: y0¢ U M O O Z z m $� Q W 5° W a� a 3 U Wg A� =� �— O Oy a r CIO IJ co co 3 zla a 3 EN J > d' � W 1 m N O '— U Q C ' C)o /11 m � o r cc o N 0) T' O) P_ N T ui W M N �"- �; o c Z z E C)r E .d c a v ¢ o JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. D1 IL L THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ''.' MASONRY WINDOW BUCK ' 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME ' WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL 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 3/4" 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 WEATHER (� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE 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 comer 8. Mechanically fasten as necessary WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING 1 SUBFLOOR ED FLASHING (SEE DETAIL WP07) RIM JOIST 81 8 <_ 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 SELF -ADHERED FLASHING `� \ NAILING FLANGE Q 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING se EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- E AM SELF-ADHEF Q 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER W CO > M a a IX a- o- 2 W W Lu U = W w (n o x rn WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED FLASHING, SEE FLASHING �\ SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 :LF-ADHERED FLASHING ETCH iHERED FLASHING 1 2 4 5 a SELF -ADHERED FLASHING INSIDE CORNER FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is NG intended to resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual O layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater ' than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard SCORED __J ---[::::4 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: (BEFORE FOLDING, SCORE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall RELAE PAPER TO EXPOSE DHESIVE AS SHOWN) finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings Ground 7 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 II PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A 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/AAMAM/DMA 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 qutters. 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 ACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH 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 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 (V N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E. N 8 N At Lo N C # u_ •5 T J W W ,0 NM M C4 LLu_Lu Q y W rn N U. u_ a d W �_ Ix ZO -u0 IX taa XOO W«l/QQ77 N m m J J IL Z W N O N Z 5 Or zN J 6 °� oa❑ W CD M� Z N z Z Q a v1l z � c� LL rt3 Z W W � V OQ)W � '® U � W J E 'm cg U c Q N � � S o cue') $ W Z M F &5o 9 E s oLL Z>Z� <N z0 E 0 w e o ° Z N °do o� �a= � � �� <oW� mp M oYzZ ZNc Cn aci22 a 3 $ �z W 3o Y, F o N ZI �Wo co ita .3 J e W c� CV 0) .> o N Q C 0 2 O ^ U O T 70 f0 d% .T� = cV r r + nl r- N 0) CV ai m �'- M N y O c Z Z E O E *- y m c cc it tJ _J v Q O31 c JOB NO: 20-8073 SCALE : AS NOTED SHEET NO. W P XgRmawff A00-111111 TM Mounting Brackets (10 Gauges ¢1n 4-1 /z �x 2-12 w x O` hack Cross Support (May be cut to W) Spa Anchor Schedule Right Bfadtet (16 Gauge) Bolts 1 IT Die A325 Gallo. (TYPI) o O1 0 # 14 Self -Drilling Scans A/C Urrt bottom Edge HurHcane Strap (Typical: 3 in front) Washers Front Cross Support Self-Lotking Nuts (May be cut to W) Left BraciXet 16 Gau 9e N i q Se rs in Strews iuubrackets 8 Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) INSTALLATION 1'Ai Specilk msbaa4im rmnualon, am ride' art with troth Hat rit aw Ah Atur- smasoma t nmwft at-gA& won Florida Departinent of Business & Professional Regulation Page 1 02 Building Codes and Standards 32e/2019 Product Approval Application Detail S291 Entlity or 21112 ace Data Pandlra pal man versio Sullonittffi FBC Approval 9PPI4. 3 Revision 2017 Gulf CONK Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 101102017 10/172017 12/122017 Approved Category: Floating (352) 49&0778 PE-75519 (334) 300.1800 subcategory: Metal Rooing infoQgutcoestsuppy.com Cowla , MaMod: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i)E - Product Model. NUMa r Karr 91BIl4cAlsurairra Product Description Cdlrad Exdratlon Date Anorovodfor Use Aoprovedforuse Jp,�j outslM HVHZ 11111g&gj ResistantgyggyM Doolan 1 0.032&qud; Aluminum SV Crimp Min 0.0328,qud; 5 V Crimp Aluminum Roof Panel 041122024 No Yes N/A +N/A/ over 15/32&quot Plywood -108.5PSF 2 0.03241,qud; Aluminum Gulf Lok Mn 0 032&gld: Aluminum Gulf Lok IS&qud: Wide 04/122024 No Yes N/A +NW Roof Panel over I5/321,quet; Plywood -116.0PSF 3 1&quo; 24gs. Gulf Snap 1&quo; Gulf Snap 24 Ga. 17&quo; wide Roof Panel 04/122024 Yes Yes N/A +NMI1-131.0PS over 15/32d,quot, Plywood 4 %quo; 24ga. VerseLoc 1&quo; VersaLoc 24ga 16.5&quo; Vide Roof Pend 04/122024 Yes Yes NIA +N/A/ over 15/82&quot Plywood -138.5PSF 5 1&quo; VersaLoc .032&qud: Aluminum 1&quo: Versal-oc mar .032&qud; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15132&quot; Plywood -101.OPSF 6 1.5&quot 249a. Gulf Snap 1.5&quo; Gulf Slap 24ga. 16&quot Wide Rod 04/122024 Yes Yes N/A +NIA/ Panel over 15132&qud; Plywood -116.OPSF 7 1.5&quot 249a. VerseLoc 1.58,qud; VenaLoe min 24ga. 16&¢Id; wide Roof 04/i22O24 Yes Yes N/A +NIA/ Panel over 15/82&quo; Plywood -123.5PSF 8 2&quo; 24gs. Megal-oc Min 24 Ga. 2&qud: MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +NIA/ Panel over 15/32&qud; Plywood -108.SPSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot: Wide over 15/b2&quot 04/122024 No Yes N/A +N/AI.96.7PSF 10 24 Ga. Gulf Sew Plywood Min 24 Ga. Gulf Seam 16&quo; Wide Roof Panel 04/122024 No Yes NIA +N/A1-93.SPSF over 1z4 Wood PurOns over 15/d2&g,d; Plywood 11 24 Ga+ Gulf Seam Min 24 Go. Golf Seem, 1 3/4&gud; Snap Look. 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/S2&qud; Plywood -108.5PSF 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Clomp Roof Panel over 15/32&quo; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5pSF 13 26 Ga. 5V Cramp Mn 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/M-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Rod Pand over lx4 Wood 04/122024 No Yes N/A +N/A/ Purans ever 15/32&quot: Plywood -156.5PSF 15 26 Ga. Golf Lok Min 26 Ga. Gulf Lok 16&quot, Wide Rod Panel over 04/122024 Yes Yes N/A +NIAI 1542&quo; Plywood -161.OPSF 16 26 Ga. Gulf Lek Mn 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15r324.ouo; Plywood 17 26 Ga. Gu11PBR Min 26 Ga. Golf PBR Rod Panel over 15/32&quo: 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Fbride Departinerd of Business & Professional Repletion Pop 2 61`2 Building Codes and Standards Product Approval Application Detail 211101 QuallitrAssuronclo Approved for Use Auupvod for Use al bib l�asala 18 25 GIL GUNPOR Min 26 tAPB Roof Parvell over*4 Wood 04/122024 Yes Yes NM over aar Plywood1 15N1.7PSF 19 26 Ga. Gu6PBR Min 26 Ga. GrMPBR over 15/32&*x*; Plywood 04M22024 Yes Yes NIA +NMI -154.7PSF 20 26 GU. Gr1PBR Min 26 Ga. GtAP13R over 1x4 Wood Pudins over 04N22024 No Yes NIA +NAI %G28,quot Plywood -151.7PeF 21 26 Ga. Gr1RE Min 26 Go. GIRO over lx4 Wool PYrYn$ over 04/122024 No Yes NA +NMI 15/32aquat Plywood -1642PSF 22 2508. G3ANM Min 26 Ga. GLMRib over i&M&qud; Plywood 04/122024 No Yes NM +NMI -159.2PSF 23 26 Got. GrIM Min 28 Go. Gui Rlb ova 1513mclud; Plywood W/122024 Yes Yes NIA +N/AI -159.2PSF 24 20 Ga. GuffRb Min 26 Ga. GIRNI over 10 Wood Pears aver 04/122024 Yes Yes NM +NMI 154128,gnat Plywood -1842p3F 25 29 Ga. GrMM Min 29 Ga. GIRB over lx4 Wood Fvrlins ova OMf 22024 No Yes NA +NMI 1513246gruot Plywood -1Z3.5PSF 26 20 @a. GuHM Min 29 Ga. GuMTib over I5W&qud; Plywood 0Ui=M No Yes WA +NAI -146.0PSF 27 29 GIL GUMM Min 21) Ga. GrlRRI aver tx4 Woad PuMrs ova 04/12rlM No Yes WA *NOV 7n6agad; O.S.B. -181./PSF 25 29 GIL GuMM Min 29 Ga. GLMRib ova 71169quot; O.S.B. OW 22M No Yes N/A +NAV -116.0PSF sumbasim code vadom 2017 FL it 11651 Appaed4r Type: ALL Product ManuNeira: ALL Cabyay: ALL 1lrlbratepary: ALL Applaatlan Slue: ALL cornpurs"Method: ALL Ou ft Apuas" alley Contract BimeaL- ALL Product Model, rWrnhar or Mama: ALL Product Daolpsorr ALL Approved forun In RVHZ: ALL Approved Parsecs orlsWe RVHZ• ALL tryeet Reella! ALL Draw pro ALL Dnde From: ALL Deb To: ALL Dow or lIM 211M Data Pendirna 2ft brie amwouLumm Y11111211IOd 111.1110111W FaC Aeereval ,gam, Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F, Norero P.E. Locke Bowden P.E. 08M 72018 08/172018 0823/1018 10/08r2018 Approved Category: Structural Components (877) 441.8368 PE-73778 (334) 300.1900 Subcategory; Products Introduced as a Result of infoQsmadventcom New Technology Compllanee Medved: Evaluation Report from a Fbrlde Registered Architect or a Licensed Florida Professional Engineer $!a t $ Jdl9D Qualay Assurance �e Aporovedfor Use Approved lalDQli for Use tr>Qii I1171= Bad" 2&MM 1 SmartVent Model #1540.510 Dual Function Flood and Ventilation Vent 12/31/2020 Yes Yes NIA +100l-100 2 SmcrtVnt Model OI S40-511 Dual Function Flood and Venala6m Vent 12/312020 Yes Yes N/A •100F100 3 SmartVent Model all 540.520 Insulated Flood Vent 12/312020 Yes Yes NIA +1001-100 4 SmartVent Model #1540.521 Insulated Flood Vent 12/3112020 Yes Yes N/A +100A100 5 SmadVnt Model #1540-524 16&quo; Garage Door Flood Vent 12/512020 Yes Yes NM WA 6 SmartVent Model 91540-570 Wood Well Insulated Flood Vent 12/312020 Yes Yes NIA +100A100 7 SmortVent Model 91540574 14.5&duct: Garage Door Flood Vent 12/3112020 Yes Yes NIA WA 4 x i � - x � c 4 ~ 5 m � MIN n x w A3 FL17244.1 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2606 1213112020 __... HD210-2 __.........._._. ___.___..........._.FL17232.3 .___._..__.....____.._.__..............__.ESR-3445_..__........_._...._.._..._-.___.-.. 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD2122 FL17232-3 ESR-3445 12131/2020 2 HU212-2 08 FL1 56.4 ESR-2549 12/ 1! 3 2020 H0216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 --�-- 12/31/2020 HU218-3 FL10056.1 ESR-2549 12/31/2020 _.•HD26 _FL17232.3 FL17232.2 ---___ _ESR-3445 ..____._._.._....�__ ESR- ' ---'-' -- 12/31/2020- HU 26 FL1 .3 08560 ESR-2549 121311202 _- HD28-2 72 FL1 32.3 _...._......_..._......_._..---__-_-� ._.-.__.._._...._._._..__.. R- ES 3445 1 31/22 - 21 020 H U2&2 FL .4 10856 SR- E 2549 1.......-. / 2l312020 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/3112020 HD412 FL17232.4 ESR-3445 12131/2020 HU412 FL10856.9 ESR-2549 12/31/2020 _......._....._. _. __. HD610 ..._.____._._._.._._...._.__.__.._..._...._......_.__. FL17232.4 __.._..__..-._.___._......__.___..._... _. _.... ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12131/2020 HDO410 FL17241.7 ESR- 3444 1 1! 2/3 2020 HU 410 CQ FL1 1 1468. 1 SIM200804 1 2/312020 _HGA10 _ . _ .-.-.............__FL17699.1 Evaluation Re ort.._........._.- 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation R at 12/3112020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2_020 HCP2 FL10447.2 ESR-2551 12/31/202_0 HTA16 FL17680.4 _ _ Evaluation R aort - 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Repot 12131/2020 HETA20 FL11473.5 SIM200802 12/31/2020 __.._.__.._.___...._......___...._...._.._.__..........._____..__.._._.__._._........_._. HTT16 __.....___..-.-.--.--...._._.....__...._.......... FL17324.2 ................_.__.._-........._._....._.....-..____...._........................__.._..._...___ Evaluation R 12/31/2020 1-1716 FL11498.1 ES-0130 12/31/2020 -'--'-_HTT45_...._...._..._......._........._._.-FL17324:2__._-.__.__._._._.._._.......-.......-....._...._._... Evaluation Report.._ 12/31/2020 HTT22 FL11498-1 ES-0130 12/31/2020 HTW16 FL17244.8 .......... _........... ES -3455 R 12/3_1/ 2020 HT S16 FL1 045622 Z6 3 ESR- 1 --•0 12/31/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2513 V 12/31/2020 _..-_---•---_._.___._.-....._.__..__..._-__...._._.._..._._.._-__ HTW24 _......___...__._.. FL17244.8 .___. _._. _. _ ._. _. __. _.. _.. _-._..__. _ . ESR-3455 _......._.._.._..___..______.. ...---................._..__.._.__..._..- 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 __...._._.._..._..-_....-....._............_....._.........._..._........._.._-.._._,._.__._._._._.._......._.._ HTW30 FL17244.8 ................_...__._.._....._...............................-__.__ _ ESR-3455 1-•--..-......._. 12/31l2020 HTS30 FL10456.26 ESR-2613 -12%3112020 HTWM16_ .__._.. FL6223.2 ----- Evaluationepot R___._...._.._ 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473-11 SIM200802 12dii 20 HUGT2 FL6223.3 Evaluation Repoli __..._...._._..__....._..___. 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12131/22020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 _.._._FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-114 ESR-2549 12/31/2020 HUS212-2.....-_.._ .._FL17232.6__._..__....._....._.._........_........_..._.........._--'--ESR-3445 12/31/2020 HUS212-2 FL10&%.11 ESR-2549 12/31/2020 HUS26 FL17232.6 ESR-3445 12/31/2020 HUS25 FL10856.11 ESR-2549 12/31/202D HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10&%-11 ESR-2549 12131/2020 _....._..._..___.__.._.__._.._.......__..__ 124 ._._.__.__...___..........__...-_....._....-......_.........-. FL17232.7 _ .. _.._.._............._._... ESR-3445 -.----_-.__. 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 -12131/2020 JUS2102 FL1723211 ESR-3445 12/31/2020 WS210-2 FL1065&107 ES11-2549 12%3112020 JUS24 FL17232-10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 _,»szs..__...__......_........_ .................__....F 17z3z1�........................._..............._............._........._......_..._......._ ...... _................ _-._........_._.._.........._..__..__.._.__....: ESR-3445 -' .. 12/31/2020 WS26 FL10655.111 ESR-2549 _...._.._..............._....... 12131l2020 _........_-. S 2.-__.__._..........._..._......._..-._-FL1723211_..._......_.....__.._...___..--.-----'---._..._........ESR-3445 _12/31/2020 LUS�2 FL10655.112 ESR-2549 12/31/2020 _.___ _....._.._._ JJS28 _.._......_..__._._._-_-__-_-.-..___........_ ._.- FL1723211 ---'-_---._._.._._...__.. ESR-3445 .____ 12/3112020 WS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232.11 ESR-3445 12131/20120 WS46 FL10655.118 ESR-2549 12/3112020 KLEG3 FL17241.15 ESR-3444 12131/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/311' LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FI-10852.4 ESR-2105 12131/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12131120120 LSTA18 FL10852.4 ESR-2105 12/31/2020 _.._...._.............._-_-.._____.__.._......_.........._.........._....................__._......._....._..._..._.__...__._.._ LSTA24 FL17244.18 .._..___.__..._._._..._..._._....__._._._.._....-.__.___.___._._._._.__....-__..__._......._.._......._........._.._..._._._.__ ESR-3455 12/31/2020 LSTA24 171-10852A ESR-2105 12131/2020 LSTA30 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 1213l/2020 LSTA36 FL17244-18 .......___._..........._._.-_...._................... . ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 LTS19 FL17219.2 ER-0200 12/31/2020 LTH9 FL11496.3 ER-130 12/31/Z020 LTS206 FL17219.2_..----.._._..-----____.__.._........_...._____....._ ER-0200 -'12/31/202D LTT20B FL11496.3 ER-130 12/31/2020 LTTi31 FL17219.2 ER-0200 12/31/202D LT1131 FL11496.3 ER-130 12131l2020 -.1................_. LTW12 FL17244.8 _._.._-_................_.._.__....._....... ..__..... ESR-3455 -- _...- 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 _.-_.......... .. _.. _.. _. ____......_._........_... LUGT2 __._..__._..._....___.._.__-__. _..__._...._ FL17240.2 __.._.__..__......_....__..__._.__..----'--..____..-'---'-'--._._.....-- ESR-3447 -'- 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 __..- ................ ... . . .__................._._ FL17244-22 ......_...___._..._._...._...__..---___.__...---.._.........._.._...__._.............._...__...._.__.._._.._ ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 . MP34 FL1724423 _..___.._._.__._..._..._...._._......._......_.- _ ESR-3455 .. 12/31/20M A34 FL10446.3 ESR-2906 12/31/2020 MP4F FL1724424 ESR-3455 12/31/2020 LTP4 FL10446.19 ESR-2606 12/31/2020 MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2506 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WM1416 FL706157.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/3112020 MSTA15 FL10852.8 ESR-2105 12/3l/2020 ._..._..._._.__.._.._..___._..._........._..._._...-.__ MSTA18 ..___._......__.......__.._.__......_._.__....__.._......._...... FL17244.18 _._... ............................--._.._._.-.___..._............._............_....._....._.._.._.__..._.._. ESR-3455 ...____....._.._...-......... 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 - - MSTA24- FL17244-18_ ..........._........_...._.......___.___-._._._...___.._._.__....._............_._._..__.__ _. ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 __.___.._.._.._...__._....._.........._._...___.. MSTA36 _- FL17244.18 .__ _..___._.__._... _ _.._..__-- ESR-3455 _-- 12/31/2020 MSTA36 FL10852.9 ESR-2105 V12/31/2020 MSTC40 FL17244-26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 121311202D .._-..__......._MSTC52_......_.._....._.. ........._ .._._._......_.-FL17244.26 ........................................._........_._...._.._...._.._.........._._....___....__......__._._............._..._._......_ ESR-3455 _.._......-._._.._._.__...... 12131/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 T MTW12 FL17244.8___...._._......__...._..._._._._......_........_...__.___.__ESR-3455___..._.__.....__....._._.__.___ 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 _.._...__-M ._...___. FL 1724d.8 _......_.-_...... ___........__...._...........--'--_- ESR-3455 - -- 12/31/2020 MTS16 FL10456.34 ESR-2513 12/3112020 - MTW18 - FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12J31%2020 MTW20 FL77244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2813 12/31/2020 _.._._...-'----'--.._.._....__.---....._.._...._ MUGT15 _......_...._.__.........._..____..._._.._._..._ ..........................__... FL17240.5 _.................__..__.._.._....._.....---....__....................._....___.._..._..._..........._........._.....___..-- ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 __.__... NFM35X12 __- FL578.2 __.............. ....... __._ ____.._._.._Evaluation Report 12/31/2020 MBI-A3.56J11.25 FL13904.6 ESR-2616 12131/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/202D PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 - -PAU66 - FL17239.13......................__. __. _ _.._....._._.............-....__._.__..__.._..._..__....._..._......._................._...__.._........_...__......_...._._...._.....---- ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12/31/2020 .PHD ..__................. __.....__......._.-__..FL17219.3'_._........._.........._.. _.._..............._. ER-0200 12131/2020 FGTR FL11473.2 SIM200802 12/31/2020 PH)U3516 FL17241.2D '---___-_-. _. __. -------.____... ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 - RFUS - FL6223.5 - - - - Evaluation Report ---~ - - 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 ........... _. _._._ ._... RS150 ._..........._. _... ..-.__._.._._.__..............................._ FL 17-24427 _____..___..____.___._...._.__..___..__......_...........__......_.............._._.._......__...__.................. ESR-3455 ..._-....______._._...._.. 12/31/2020 H10 FL10456.6 ESR-2513 12131/2020 -RT15_....._._....._.........._...... FL17236-3 ESR-3448 12/3l/2020 H10-2 FL10456.7 ESR-2613 12131/2020 RT16-2 FL172362 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2513 12/3112020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10458-13 ESR-2513 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 FL17238.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2613 12/31/2020 RT5 FL17236-3 ESR-3448 12/31!2020 1 H25 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/20201 H25A FL10456.12 ESR-2613 12/31/2020 RTTA FL17236.3 ESR-3448 12131/2020 H8 FL11470.3 SIM200803 12131/202D ....__..__.._ ......_-. __ RTBA ._.___._.._.__. __._._._.._... _. ..__.___....._............_- FL17236.3 ---.._._.__..._--......__....__._._.._._..__...._.___.._..._...__.._.._..._._..__.__...___......._.-_.._._-___..._.. ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/311202D SP4 FL10456.43 ESR-2613 12/31/2020 - SPT4 -- FL17244-32 ESR-3455 12131/202D SP6 FL10456.44 ESR-2613 12/31/2020 F117244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2513 12/31/2020 SPT8 FL17244.32 ESR-3455 12I31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 -..._.__._.... __ ._.._.... SPTH4 ........._......._._.......__...._.._........_._.-....._.._...__ F117244.32 ' ' ..._._..._......... '- '- ......._......_._.._...... -........._................._......__........_._...._........_...._.._.. ESR-3455 _... 12/31/2020 SPH6 FL10456.47 ESR-2613 12/31/2020 SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 12/31/2020 SPTF18 FL17244.32 ESR-3455 12/31/202D U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232-13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31l2020 THD28 HHUS410 FL10655.4 ESR-2549 12/31/2020 ................................._..-FL1723216 THD26-2 _..__....._._.._......._. F117M2-16 _ . __. -. _..._......_....ESR-3445_......_._..__........._.._......._...__._....... ESR-3445 _12/31/2020 12131/2020 HGUS5.25/12 FL11468.11 SIM2008D4 12/31/2020 THD410 FL17232-16 ESR-3445 12/31/2020 HGUS414 FL11468.10 S L4200804 12/31/2020 THD412 __.. FL17232-16 _..._._..___-.._.._..._.._....__--- ESR-3445 ----- 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 _-_._...._._ 12/31/2020 THD612 FL17232-16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 R-17232-17 - ESR-3445 12/31/2020 MSTAM36 R.11473.19 SIM2008D2 12/31/2020 ,.._.._........_ _..__..__._._..........._._._._.__.........._..._____.__....._.__._.__._.._......_....-_......_... UGTS3F FL2033.1 _-_..__..._____.__..._........_._................._..._.____.._.....__.._....._....__...-___._......._.... Evaluation Report _._._.-.__.......__..-...... 12/31/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 UPHDB FL17219-5 ER-0200_.._..._...._.__.___..._....___......_ 12131/202D HHETA20 FL11473.9 SIM200802 12/31/2020 - - - LGT3SDS25 FL11470.7 SIM200803 12/31/2020 ...__......._...-_-...___._.._._..-'----- - -'---........____...._.._.__.-._.---.......__ _._.._...---'----.--...----............_....._...___._..........._._....._._..................._....................._. _ - LGUM25-2 FL11473.12 SIM200802 ...._.....__......._._..._.._. 12/31/2020 July 8, 2020 PRODUCT APPROVAL SPECIFICATION SHEET 20,8) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the Information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category(Subcategory Manufacturer Product Description Approval Numbe Test Pressures Exp. Dale 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.1 67.0V-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth-Star(NON-IMPACT) FL20461.9 +67.01-67.0 psf 12/31/2021 ThermaTru Fi -Classic and Smooth -Star ON-IMPAC rber FL20461.14 +67.0/37.0 sf 12/31/201 2 ThermaTru Classlc-Craft and Benchmark FL15225.1 +67.0/37.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FlberClassic, Smoothstar, GassicCrat, Rustic FL7640.1 +67.0/37.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332,1 - FL15332.5 +40.01-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCods Doors W5 8)9 FL15279.37 +30.0/ 32.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W5 16X7 FL15279.53 +30.0/30.0 psf 5/21/2028 Clopay Building Products Residential WlndCode Doors W6 8X7 FL15279.85 +38.0/-42.0 psf 5/21/2028 Clcpay Building Products Residential WIndCDde Doors W6 IGXX7 FL75279.102 +37.0/41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A see inst sht 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HOR12DNTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cent lank Lap Siding and HardlePlank Lap Siding FL1319Z1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soflit FL15272.1 - FL15272.2 +70.0/ 70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT.SHNGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/1612022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 9W FL7849.16 - FL7849.20 N/A 12/31/2020 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GuHLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Stro-11e see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strerigth Concrete Lintels FL158.1 N/A 5121/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobslte; 1) copy of the product approval, 2) ♦.e N N L cn C t6 \� O N }a .«.. U ^1 W CDQ C O i O C .� CIO U -0 n- O O O O O !� C O N ICU O O MLn LL p - co > .W N " � O - cou) .01 C . _ � C0 8- Q Q Z rAA W J SHEET N0, PA 1,0 11P , r',.. T11 l? Florida Depaftrne nt of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Pow 3of a Building Codes and Standards 12112/2DI8 Building Codes and Standards 12,12201E Flot)m Deprtlrlertt d Bnronneea & PrObaNOrrl Regulation 1Wp 1 a, Product Approval Application Detail Product Approval Application Detail Building Coda and 8mWada ProduetApppavalAppEeWmDetW 1001114 Leas Eatlsca ills nm Data gat& 20M EDthcu a&4 21k 29LE28EDB go& lSe1�l LM gnrrrrLlJeeros YNlasmtlav yw(rt(tt a1Cmad FBCAmmvr AIgOLta stwu 1121 Va.[, Ysruhaumr EnrrrraLlarre YYlereaax )I&gee&6 Mgt FBCAmmwl A—d eNBu ROVIOM 2017 Therms-Tw Capwdlal Rldt Valgm Lyman F. SdmldL P.E. Ry.n J. Kam, P.E. IQM32017 07/122017 10Ao2017 121120=7 ApprtN d RGVWW 2017 TwrmrTm Commotion RICk Wright Lynam F. Se MkIL P.E. Ryon J. King. P.E. 12n32017 12MYA17 12212017 071MUMS Applowd ask fflskf go no amp no Colowey: edww DOOM (419)296-1740 PE43409 (613)76745e6 C"M: Exterior DOOM (419)2WIT40 PE43409 (e13)767-65% Mat fi" Amd=M 9mm AskoLLLMM ]seldom ] ErsNmd aLanow afr■OMA rasa wubCdwwoy: SwMlprq ExtWW DMAnrrrhlNs daM7erw01dgewtuMres. wuIsCatogwy: SA&QIg Elderlor Dow Assom&9.s nUw IMIm&s. RnWYbn 2017 TbW"WTM I, I R VAW MANNIAcoulle bma 1pdeA IOt PA 12120411117 092=17 12/22M17 Approval! Complance Motana: Enkmion Report Rom 6 tam Complimes Method: Evskolon Report from a Wall Cn.Onp: EI&YlarDaam (41y2eB-1740 IWI&g&nYN Ma®oY (812)7974a86 FbrMO Reppbnd Artleetl a a Uannd FWW Moos Registered Ardl oil w a Uwm d Fbrlde arerdpp:6Mglb bdwlar DMAMR*M Prolowdo" Engmew Praea donal EngMwr Cdapauaer0ask Cudloagm Mork or users sort girlLLAs— Aeeres.a for Use A—,dtr Uw lama gram Dualax Aswr.ner.va o Apd far Uss Asomwd for UsehLt Pmduet Yedr. N,eMK rNrns12amiLlagwolLga 1Lt= DNMMs NVH2 a,,," iitaWr e!11.11 Prndrel Yodr. NumlwrN.m. Product DowflWlw corAmtExpirwompab in Mvw gay Rferal pnttyb goonLookilumb bi= amam= emits t fah■ 1 a. Tiu m►Tru Fbr-GMMk rM Snmalratr N-" 66089;6 6r UM:Nw" p&Cw4w1: Opw w *3141= No Yes No WA 1 a T1 m.Tru Flew-Cln* era Smadh-titer Nord" 69109;8 thwkmpMA4m1; Opopw 12131=1 No YM No NA 1 a:omtcbm cmmgwMM and Swift lewh"a , by N rk Ndp"w lad Mond FawaMs ow rvah la3lo 21 me Yoe MO MN Composeo Edge Fbwgkm Shoo Dar CompoN. Edge FbWOM UVW Doe TMwna-TN9pmt eve WaedfrraL Mina m d OaYeba 0m&Mngw wVa:x earepoWw) Onasing aMla. X mrmpsem) 6 f. M—. wel oaao- pal 1 es 8 f. TlmrmM•Tm FWr•CMaek Dirt Smod0H5W Opwpw 12rJ12021 No Yea NO WA Namposto 039AEdge Compos&. Edge Fberglgs Single Door ftMW Stele Dwa; Campoee Edge FbarpMn Skgb Door ComlMee Edge FbwgMn Skab Door O-wine Oreswap; x —11orelon) Nominal 0039.0 &gwWMr14hdNd&pl Co pose Edge Fbw" Sbeb Data Florida Department of Bushess & Professional Regulation Building Codes and Standards Product Approval Application Detail Ps9a2 d2 1rm2M BALUUALBNgm Ang Pfadsd Moped. Rurrbr, IMnr. 9MMILAUKMA P,,dwt Descriction As Amreved1,1Use h NVKZ Ag,r,,,d ft Use Outride NVX2 ImBaB Bart aWt $16H64 1 SERIES 420 ALUMINUM 901) SERIES 420 ALUMINUM 9000XD 121312020 No Yea No WA 145-X4eauotxW&Rua: NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM 6GD OX, XO, XX 12r31r2020 No Yes N. 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Hung l oxw028 No Yen No ett) -50 Fla Depolmd d eudran & ProfiWm W Ra adam, &EI&V Cad= and SwAside Product Approval APOANG*n Detail nPla, imam 113 i i M Men f mina Mod, m 2s B°sL°`mrralN�S Hoku a mood && Mi l � A� am nedalan =7 aww baby PMA" cwpMy dealt wdwMTOOp9er k NA ory Fbadlr 11120=7 Oan0Mf7 Igm6O017 AOpsved Ra , Ir Eleer, DOW ptyr70eM2 bs, (513)61a9BY tweaws ap:60AWAINdM- DOwA6dMrbew &arw JaR com aw0s Deese* OpOo" Mad or LMM BAII&M#ftwma alrtABouost ao�M arouOMAaCM !� !� ME EmenmowianaKaubm amooLo rEte !ir■rmbilML& a JI M gmmL= BM� tams 63 053MIS PAWVIM: MA e4, 73. 7% IBw, N0MM, 8bd Pm(mh M 9L) Dada4w(YT M IS7 06Mn= No Yw No NO PW.)mu 41118F, OW, OW, 4e, 42, 66.4■, 42111, 61S, 0D64, sAb) WBKMCEM174; WB OwegM Doe POF OOMV, MM OVAN, ARM, ARIM, MIS, 0-1 Rods DaprUnerrt of Busksa a P aboft Ropkd n Bu ong Cod= and standards Product App nvol Appeommen DNW nailm gala roots OW so gmasNs go mme MINN. amdoo L fatltrt Milmo aLm m Edbo ,t mom" &AIM ODA■■" Asmal a" RsWYbn SUIT Clapp BY9a&"PMOwa O-www MMlop MMr1fM TwagA ', NA awry Pbaew 112=17 OM10M17 1265r1017 Approved Cellpery: Iar DOMM (513) T70a01a 160. (613)91"m eOGYgar.e6abed- I OMaAsserMse aaMM,-,W1MPp.OMn Cae>tlOeoeYMMai CMAaMIrI Mark or Usb s gmdkA mLL aflmmlwim aB oguLwi I m■ goo! roe LNrrrtrds� ■Bea amrkmm ff6Mgrt attarat a MV"PAN,7p1W 73, 7% 64L 94, 42. 41L 4211, 4M, rtbd Flan OrdL 25So Sbglw a (up wovwwo ow"fim NO Yes, No .IIPSFb47 4RR, OW, O09a, NOS, AR■, 1109e WBDOMEM Ik Narpe Dow alp Florida Department of Buss ass & Professional Regulation Pape 2.12 a law Florid. lhpaditlafrt d 13De41a6s i P7daalatal RapAatlon rp. f a, Building Codas and Standards sa7rA2D BuldMlp C4W= and 8hrrdsrda Mm1e Product Approval Application Detail Product Approval APl1f odmDeyy _ BAmt&m �}, rmLB am g6t nasEmata f20 in rims YD169mumL Cam EmmtcALWM XVANAM 999im agora" fw.ARRMA hmmnd Arran ON seem gm gm glr.!lltdtt rlt no rids NDrdow" Lgomm §MkmffAamn XMWdMM XdW&d OWE" F9CA-Moo ft—d MINN[ R.Nebn 2D17 POTmdstMs JensRosowNO MIamLDade13000-CER Mram-Dade8000•VAL 0225202D 01272020 02282020 App-and M= IN" lMdrhs 2ou laowcAu o mENEB 1rt1rW Aa BQlMMW 6=Md aft Raddm 2017 MI VAndaes am Deal anent Selingr Amwe—Am\aMural 31—M lltkh, PE 0MV2019 06042D/9 0607/mIs Apprww Cwa :Vadowa (941)489,0100 (786)315.2590 RoaWn 2017 POT MdII1M116 DWINVIt Ime"10061,e000-cm NbmFp a=-VAL 124a0M17 MM17 12025WT Approved CMesay: VmWes (717)36"No MomAwltere Assptbeon (717)317-6454 a„Mcad.gan: nxed lraaraMapplMaswa.e tadaaewy: VedeMe (M1)4e6-0I00 (70a162r0 erdCdgory: Reed bowguemi".00m Comp9elloa Maenad: Canlfosoorl Mom or uwna an Sobom" .SIGN Nep .oOM Coupnrse died.& L1aN d- Mar or LOA g :ice.... oa.prwrrMbe .c«seMbrrMork wLMep OlwleW A.wrla Awreved /ar lee. aggt sl tsrlNL Send glel@ 2WELA■Otl Alarsveafw Use A—m!ar Use MEW 21MM no"1h Ww OutrMY INNS yggd pressure,s IM ss2o serge Mbr bpaa) VMyt Fared N4edow OY30202s Yea Yn Des wA Me mislme ENO aomNMrW■om it= 2*MLt a Balm Lar1e 1 185 PW 73 x 721nadaled Glass 041=023 No Yes Na .ow-60 7 mom "al ,Maas MpeoQ V101 fmoo Nap WMlldow 07MMt Yo Yw Yw WA Floods Dwwbnwd of Blreim= & Pnabdw Regulation Shia 1 a I Building Codes and BhI " wale Product Approval AnffaCm D" EtlNi.M auk Adkig Oft gMbmm No M= moos mombdO[ fiolrl INN61t&tim11 MENE t l.I..ta elk6a B&AMO•l A■ OM Ilrla ReAft 2017 711ewNTla Darpame&0 rd1lAAltht WeOMIAaaroDea.& "J. Oft P.E. t2MMt7 0w1M77 172MQ77 Approved cdrprp:, - case (4/M 210-1740 welaanMl Meru 013)w4s66 baC4bBMyr 6w40p 04M W DwAwwiW Complum bledwib Cottonton#MM or IN% arm gmdkAm.ote AUMOLUlYs hmmo alms Nth arot Me amailonee■t so mmamommil 61M KMM ammaL ma EaNm" f■■■ 9 a9oIMR8mwam4lbefpwt sad 691etewmwwd by N wd 88OPNO$ad OWW FeIgMw DowWr 12atOD1 No Yoe MO NR TYrM►Thrapwt wal Wool& *bMML M "V and OMbsbt BAmam gub RaaYon =7 PW VI*N" 0016ry:91 1 DOM awa "r.. amp gawbrDoor AntntNnt a mO000000! 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PA 1.1 'k ra J V Florida D"dri efd of Business & Professional Regulation Building Codes and Standards P.p3d3 17201r2ilp Florida Departriterd of Business & Professional Regulation Buildng Codes and Standards pave/ di taa2mo Product Approval Applkatlon Detail P Product Approval Application D4daI1 C11i 1afflv or go WA 090 Pending ads Cut l3rmv or sat 20 Dole P mom BM2 AIR kudo io loom Coflu ittDMLLLIFAM YmbidoL c YA19W lamlmm LICAORMO AggroWd minus Al2e Ymslon 9nubsch" Smtd Enolneoraucorren YdddsLk salmon automated PmC.a—MId A,,UVW ■gain Renesion 2017 GAF C4teaory: Roaing Michael Stich Rroet Nbminen Jahn W. Knezevi h, PE 12n WO19 12H12019 12n82019 (800) 7W3411 P659166 (954) 772-6224 Ling FBC Apo. Review 2017 TAMKO BCMrq Products, Inc. Category: Rnp Keal Eden Zachary R. Priest Locke Sawden RE 10119M17 10852017 lo/MO17 (e17)621.6616 PE-74021 (334)3W60 -1D 12M=017 Approved SubCdoOory: AWhell91tngres mstbhow,cwm aulied.gay! y:llndedaymem9 keen AlenMemko.com l:mellanoa Y.med eeManm Report tom a Complia c. adho t Evaluation Report from a Florida Regleened Architect a a Lker ved Flalda Florida Rpist.r.d A vinhot or a Licensed Florida Professional Engkhssr ProfawknalEngineer ant QMfty ASMrarmo Aeerovedfor Ue. Aomowd fa taw taamal Onorkdon eerdrxt shill slim meta Ili lMIZ Outside H KZ unow Beim B>labnt PrslMau Anse PIP modal. Number or Name awwaLm[M Amrwvedforuse aotmmfar U, Product Discraption Contract ®mlydlm Deb Ift NwZ OL"do Immad atom ResealPhalan 1 GAF Asphalt Red Shingle Fiberglass reinforced Use. mminde4M 8-tab e1WIS2022 No Yes NWA M Na15UL AVhaK saturated organic bit 1011SM21 Yes Yes NM WA hiW9. asphalt ahingrea Florda Deprhnrtt of BLnrues & P.Chuft W Rapid *W Pap l al Building Codes and 8tanda 1 lmmb Flroduat Approval Approetlon D" Elrtl� 20 OR mil mtNSO am Am miner mmmoeet immAllose lrmmoai( mr ! agAo■g loom/ mm Rwmbn 2017 LV Tbwo Dlasaw, TLolnpoonAussbmsW TOrtiCIaYbma zed" it Plied LOWaOadsn Waal 1aMOm017 11111,1141111111? ivta=7 Ago Mebla Cenewy(TAMCD) (813124644M P&74Mi pay coo -loco Cabew. 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(205) SM-0160 Category: Slaidere (954) 689.7545 PE-44167 (954) 772-M4 SubCasagery: Roofing 71s RrbhMdmsonigbad.co Bose h gory: Etomt Panes tkn.rabMsaiQOPDmt.ean Co pgance Maecd EvWation Report from a m Compllams Method Evaluation Report from a Product EaluaWn Entity Floridad Architect or a Licensed Fladde PLAWAM if ilCm RcondondEngineer A lidusigIgu la Imes 9go met Pro" Model. Number a Wile ProductDoserbtlan, ea eau E drdim Dee In 111 9 oftltllklmmli ROM !r Rodent Yodel. Nuroar a Wile lilmmTJmiMm71M aovdf=U- Amrowd for Use Product Deacrallfon Canted Cmlmllm Ode g11(YyZ g Impel ge(o t Pf10eR Is y e - o WAeta! 17 gamy 900-Country Slate, Hartford Sate. Shake, State, Flat Pronla-Sloekeen, CA 12ni2020 No Yes NM WA 1 20 Gape Caavanlzw steel Simi Paeft"NZ Cam gated Galvanized Sled Storm Parcels retained 12/312020 Yes Yes Yes WA Litt ore English Thatch w not tracks tocuMe hurricane aedlai. 18 900-Ca Slob Shake Loon' Slab Flat Profit* - Henderson, NV 12/312020 No Yes NM WA Saxony ntrY P, is Blowy 800•Country estate, 9leke, 9aee ialpSpit Flat Profile -Ldro Wales, FL 17j312020 No Yea NM WA an" An a0:ony900 • Shake Bane: Sure flat Press -Lem CA 12/312020 No yes N/A WA a - nvw •s N/A WA 26 vile am se- ose - Lek. Wales. FL 12,3112020 Modal Ro No _ _ _ Yes NM WA Flaidl Departawlt of & skim & P Oka" RepalBM Pap l el l BuftV Codes and Standards In" Product Approval AppMcatiort Denson lSmlma i■ minas go am idbsl■t no no MOM meliu■t go" meml=&i� Blmeitl allA og Ann" Bra Rearbn 2M7 rrwsalatia CapenraY drop tea rlwti&Wb IOC EerMron aeratb, LLC 1AeMe M.RLIM PE ORMO M7 0007tM17 0021=7 Apo -ad 0d•prF lerntiarW Cdryoamb ismint2.ea72 MMM1-1917 SaWslegery: Tmss Ptass atewblhseYmer.am ra0ap/awwaMket [vMmOon Wpodtan4 Pmb1ti aaYmsea 6fiy imdt/eleot lloulA[Iht lmmaaitlht bolo mlYo Wm mmisird■o fiombgtCmreaOYe � �tmmm Bllllmm E■ea 2 nYlreoompllwllpa PND k cwsmdm Pleb imam Y" ym MR NM Fbridl DeparmrwLt of 8fadrao & PrdaWmtal Regulation BWldrp Codes and Sfartda ds Prodn6t Approval AppNWM- Detail isplal lAk" Eimmiall in 3Mshl ■■ghee[ food asps=&lhno MAN" mom" Lmsot a LAMON comma Ludt R4.lem1 2017 Mnsk WA61 ,lac Did~ =EvakoW aehM, LLC tx Evokedw Service, IOMWAM7 taM&W? 1022=7 Approved C.bgew SMmsWY rJapoaer4e ply W-74M I.I.C. SWdmllew. Tess PYM dwwomtmm RM) 564s00 Compl s ik@wt EvakiWan PAW ftm a Madld EveWON [nly Bme�Immmh 90iLAo aeemmgmrlm /tsotNiclht Immd erne Lim b banoubie LomLembremm KM anaalLlam Bohm Ps■o 2 mis ISgasossizowaddwpsw OIMM7J Y= Yon WA MR mmla6amlo Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pp2d2 lamr 0 Cut h91hLor 91k 20 Baio.hs" act DM Verde mmouum comas EWn waLicenu Vatldeted ear yaaaa(aq FICAOMYN Again ROM Ewtarlal 2011 Weywhaeusw Rob Beadwin ICC Evaluation Sella, LLC Ian Lehrer, P.E. 04/DiMID =Z2014 0448=19 Approved Change category: Struaaw Canit mils (253) 9244478 (608) 839-was BhbCols ory; Engineered Lumbw Rhert.Bel 1wh®weyerha Co pliwhm Maihad Emkmdm Report ,rom a ee1er0ent Rodent a alumW Entity Awdi Amravad nor Use lgoravedfm Use isfai l Brim milt Pro" Yodel. Number a Wm. Paten Cahac 6miratim Deb In HVHZ Outside gL1Al2 Raw 1esL■ 1 sacrobm LVL LoMeted Veneer Lumber 03Gl2021 No Yes NM WA 2 Pordlam Pill. Pwetld Strad Lumber 03 i rill No Yes NM WA 3 TlnberStrend LSL Laminated Strand Lumber 03131,2021 No Yale N/A WA 4 TJ Rim Board Structural ComDeda Lumbar a Oriented &mono 03n I rm1 No Yes NIA WA bawd Rim Board 5 Wsyerhowwr Film Board Orienled Strand Board Rkn Board 03/31r2021 No Yes N/A WA dC11r:i ) But Am )lobo mleo inK Of ,,n 2047 rfw feweet /weewmWe Group Ma ce•e•, aft"a"LMmpeenlb awiMrada TMMOPWM 10eatelsaes What lmmklassrl Rswfon e Pmwmt:ukeebe -- dlloeLemom ion! a nWaCQMMeYTraw Florid! Depohrwd of ■Lumen & PLalossim Reguddon Buhl g Codes r,d Standards Pm*M Approval Application Will pap 1 ar 1 ,mm/e film i uELLL M 3h1he0Jet mi mfmgit a LAMEN among irons mMMLLawM lWaseskednmawvl, LLC VAOmIL RwJoK PE ommOM7 omwm? MY1im? 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Yamfimm mltmmm EWhaa al lmrsed a" goo mm 3(Imr mem■oet mom= mmmlmAlal�e 3hmagi 9m m m � inim marLam" amno awn Revision 2017 Lorrmnco, Inc Category: Rooing Andrew Carter Janine L Buckner, P.E. Steven M. Urih, PE 1601) asb8511 PE-31242 (717) W-W4 04/09MI8 12N82017 ON152018 06/t22o18 App d Re mm Ml7 PINWIU dPrrdmdl Ya LZMJww JIMMLOiCOWP.E.e MonwIJohe Rheum, 1MmJ017 IOAM 017 low=? 12042=7 Appnaed BmbCdagM: Rco8n0AsoesLode+ that are en aeedetl$forrhanco.ean C•hawa Noe— 0"7834" cWIDK a31.' -. P.E. Integral Padathe Rag8ng9ysNm aftOLYYgm% N Ifl Aomsserealwil w dMNOIMnm oonw P641242 (M)414.7M7 Complterm Method: Evoluellon Report frame ktaR ' Pan des Room maabrn Florida RegM*led Architect ora Liaised Florida Comply W/dt ErWuren RepodtaMa Professional Engineer Watts Rpla1m0AMbti ore LassneW Forms PmbwMkw EAynAumbLummim lmer .. AMA ddty Aasaaoaa Caairact K mumao Bake Acol for Use AoprovW for Use boron peaks,. 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