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HomeMy WebLinkAbout3335 Lytton Hall Dri !I -- 1 1 1 1 1 1 ' I I I I ti II 1 111If,, IAltti- plivi -1_ -__I I- I I I -- — I 0' NECK g 0 P v5e OF Za� `NER 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 Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KlWall Kneewall SW or S.W. Shear Wail 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 Belt LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam 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 OVP 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 Vent through Roof 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 Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire I 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. 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL 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 PA1.3 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. G� -1 0 _ 11 \a � z � " z Q d tV N _z N W fQ w OMT w �- N c o � � 0 8 U . Q 01 M QOf N � h N � W § i� Iwo Y. ' n o NU R. ' Q a trnLLw 10 RUA W' Z C 0 m0 -E w i 5$ m :9 Ern IW raMe o LLMH O U ���titti!ltt►► O N*. ,J N �1 \ Cq, � � 1 r ; rV ." - 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. o w Z My J � � 0 E wa g�0' r� �o a E: U =® on UO F- gOU; x U C Z OF= O N � d) a 2 o W Z rZ �w w rp Ca i z �m m O OZ Z Z N � ¢ w �z tv FW o 0 W +Z LLa ao a ww �G a J I� CDw a ila o 3 0 .` o > d' ^L1 W ,! N T Q C o N cc F_ d' T ° r .__I TO T N CLIP)N r E CM CV)M N c E E Q Z c a E iD U Q p � JOB NO : 19-5331 SCALE : AS NOTED SHEET NO. C S 0 0 v O O H,B. T EGRESS EGRESS •00 P51�Y \ ' Cl? - - - - - 36 16"EP FIBERGLASS "08° A �W SURROUND iv I j RANGE. L0_ m TYP @ 1 Ar-. o STORY� I CN4 2"8 °° 20,a 2- 10'-4" 10'�" 2'4'I M \11 11 O\ I T VAI 11 m I CO o F ■ TIl ESI Kw/ ISP _ to CAFE LIJr- N D.W. ; BEDROOM 3 �I BEDROOM 4 =c O 0 8-0 CLG. PATIO j ¢ \ > o 0 0 00 L--- � I . BEDROOM D R 00 M 2 CARPET ,_ „ ILE ° O CARPET M� w CARPET C--==--------- " _0 w o t o -- ------ 6- Z 150 `b _ o I OPT.I CARPET o Q0 g - REF. I M ti I 5068 B.F. 4068 B.F. '1 8'-8" 5 5-411'7a 7-6" �4'-0" 6-10" 4'_7" I •--�QD T IAco T ----- R&S ---- N -------R&S------ N 2668 2668 Cl) N HDR AT T-4" 23'-08" T-10" T-8" 10'-108" � I 6„ ' ILO `O ENTRY - FAMILY R M 9'-4' CL 3068 i I 1 8'-0" CLG. LO 2:12 VAULTED CLG. O ��,� I 9'-4" CLG. N I CARPET 1 1 1. 1 1 1 11 1 jil `! o o R.A.G. (4) 2x4 #2 SYP 00 K STUDS W/ USP CC D S3 HTT4 @ BASE S3S3 - - - - - - - - - -- 1W AHU NOTE: ISHED I „ • �N I I 1 I 8'- C G. - - -i WALLS TO BE I U W I I A 4'-0" ILE IIN FLUSH. VERIFY IN IlxI FIELD. I I I I S34 5'-4" I OPT. D TYP @ 1 STORY I T I I I! I I I I I 00 (4) 2x4 #2 SYP STUDS ERG SS M 11 I I I G W/ USP HTT4 @BASE SURROU D I I R&S _�- I I O 1 1 _ cN4 33 ------- - 1 I 0 1 1 �;� 60"x36" HANSON I I 11 I K I SHOWERJ BOX @ 36" '`� I wDGE I I S3 IffI OF jO w BEYOND >DRYER VENT j O I I I I `° °' 2168 5'-3 " 8 ' 3' 10" THRU ROOF ( I I I =cn 17'-O$" 2668 I I x l 7'-8" I 20'-Og" I co75. l -1 3'-0" �Mw I N "� I 2 CAR GARAGE T OWNER'S SUITE O �/■I.C. T fn iOd � I 8'-0"CLG. I I I rn 8'-0" CLG. 1 B 00 t 8'-0" CLG. I I 2'-6" BUILDER TO I I I I I I I ' TIE � I CARPET CARPET I PROVIDE I I I O APPLIANCE I I I I I I 6:'DP� -I W.H. PROTECTION `-° WHEN REQUIRED `" PER FBC I I LT ----------- ---- - - - R&S A D - H.B. T S3 S3 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 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 184X37j S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 1H3 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 4 X 501 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 1 X 63 36 4 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 4 WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 ) +26.6 / -32.2 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND '��1111111111111111 �-pill I 111 111.•.. 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" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: rq r=� �-O�r (GARAGE / LIVING) J oc z N S z� z g Q Q Mwad tl N _ M 0to z Q) ( o l MET A(t3 (n Y OC) LU to �N � COm w ~ [2 8 c � � Offi- �� M � `�• zQ � i� i � .zi Oct a Lu a LU ♦• o Z v LLMZ �dig W C1 ' '.0 b ,�, z� • .•....•• '•cam � f rtlf4t�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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. c M M z h W z � Q �E =o � o1 z �m � �z® U I- C O asw Ru a� oa wrr jO °< i z Z i Paz w mp � Cn C x U hm Z Oz > z r�N J N r;b am O �U W Q O� LLa mw Mj o coo- �Y < z¢ �o 0 0 U3 0 2 O ^L, W i ■- N CM � r CL ■T� _j i N M N LO r T ui M CO N o m Z v; E �' Z d E U J Q c J JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 1.0 9 00 Cl) KITCHEN ISLAND MIRROR O Cf) E,z OWNER'S BATH OWNER'S BATH 9 A < Li L�\N HOOD Lj Lj co Z RANGE KITCHEN 9 60 1 0 KITCHEN F"MIN MM 9'-111' I INTERIOR ELEVATIONS SCALE: 1/2"=1'-0" (D U) Q)V) LI)C E 12 E 0 o rn =6 rc UA u) LU 10 z 0 2 1114IN aPQ LL4Z2 7: *< FES 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. r— c=) co M z ce E o - zm < z® CL 0 E ca CL ti o o!i u D Q o z c=) E I? <z . � z z Cl) z < o w o I off z' z ai H �E w zz o u W CL o z w C) C) o cc) o < 8 2 0 > r1r cle) 0 C CN CID r 0 ED 0) 0) T LO CN LO ai N CO C') c?) IN 0 E M z E M r- M a- E 0 0 —j < JOB NO: 19-5331 SCALE : AS NOTED_ SHEET NO. 2.0 I It, II r:. 111111 _ _ .I 4rR I I M 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 6" FASCIA (TYP) TEXTURED — CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 12 T_ = 12 5 -- _ 12 3 TAB SHINGLES. ROOF _ INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" ----------------------------- -- — — 0 00 ao El El a a0 12 5� 15'-0" RIDGE VENT ---------------------HEEL 5 i F4 T.O.M. — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. bo (TYP.) co �7------ ---F.FL. --------------------— 14'-0" RIDGE VENT 12 �5 N -------------------------------------- - ------------------------- - ----------------------------------------------------- FRONT ELEVATION — Al 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/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 11300 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 pant 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. 0 o G z N z g J (7 d N z Wv) a ^, o VJ tL (10 u, U � Ow � 1nc�,E <n ZD o U Z5 a • Q o N �O (Y Ni� v`�- z §No Z dM o w �� u ❑i .o W y m V q W a N �Z: q Z V�i'f�t��ifrr,p Q O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. w CO M a o z o Z g LJL ce E a O -�o i » ¢ s Z® H rD 0 O E x� Up a H o a SO Z C N� w i z ao �di aZ ¢z m0 Nc �y°z Z J Fw 000�d w Z go oLL O �z 0" �0. a C.0 �t za �3 C0 0 .N W ,! N CIO > 0 ca `/ T U in 0) V J T^— s J to N L r T N M co a) m Z r M E 0 z f° a E U � Q p c JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 3.1 11 111 I I I I I I I I I I I I • I rill 1 __ 1 1 I I 1 1 1 1 1 ' 1 1 1 11 1 111,IRIr', ,rl"_ Il 'IF'I 11 1 1 111 1 1 1 1 1 1 1 I 1 11, 1 "1!L"_' 1' II11 _ c a `KOWLTA 1 12 5� 12 5� 14'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED — ON DOOR 12 15 3 TAB SHINGLES. ROOF _- INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT REAR ELEVATION — Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS -- - -_ i ---------------------------------------------------------------------- - - - - - - - - - - - - - - - -- 1'-0" 0 US TEXTURED TEXTURED 2�-0" FIN SHNON C.M.U. CEMENTICIOUS FINISH ON C.M.U. (TYP.) (TYP.) _ co LIZ Fo - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----F.FL� N. LEFT ELEVATION — Al 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest pant of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 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 / SQ. FT. r S z- G i �I a � (L Z N z o z J h d N QE3v m z� = 0 0t/1 421""cd 0 w � L11 C E un � � o U °D w LaF m E E Q o • Offit N �D h N Z It�ii N2:27 It I--� a NJ-81 �z 0. �.. LU N li Z 0UC�� �O c� W ;1 onZ� HO *�_ ��.018-.... � _LLLN o� v cPI Q.1=5 iu 0% 0911IIt 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. O M w Z M i O < LL Q OV io w� O� i Z>Zw 6ry Z® Da Co H O E _Z fO x V a a UO oU 00 Z C N p i o a a °do aZ - m� ZU Q! Cii m o Z1z Q w J N a3 ¢p o LL FZo a y W o NLL = 00 �D w <F =1 >o a OU V' zla 3 2 C:) W •— N CM � r 0 Q C Cal T � m 0 � 'CF)T— J T L{� T i N If)N r E m �In c M M CV T ^ Z Z co E Q •' E m c Q. U _J Q � JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2"10 2" "NOTE: iv 1 1" RADIUS N FOAM TO BE USED ONLY WHEN REQUIRED BY COMMc f TY 00 _ SPECS. FNOT, CD DETAIL TO BE 1" 2" OPENING VARIES _2 " BUILT W/ STUCCO. N EDGE OF 1" OPENING M ' '] "411 'ate A. ^0' io VARIES ILI 311 2' Al.- 1'. 111 a 0 N N 32" 111 111 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS 1" 4" VARIES MIS .-1N VARIES 1'-4" 21" VARIES 2 1� 2 VARIES 1" 1141' 111 SIN 1" 1'-01, 1" 1 1/2" RADIUS 2 1/2" RADIUS U T iD io F__ I fV 1" BASE BASE !Iii a / • 12' *NOTE: VARIES 8 2 FOAM TO BE USED f° 3„ ONLY WHEN REQUIRED BY COMMUNITY 1 6 1" SPECS. IF NOT, 1" OPENING VARIES 2" d'N 1 1 -4' r� DETAIL TO BE 2" 2" BUILT W/ STUCCO. 24° • EDGE OF OPENING k • , 1-1/2" THICK 1-1/2" THICK 0 101, 61, 21[1," N i -T 0) C CDL=rkl 4° s" 1 2"4" 311 211 211 iv w tiN > M / 1-1/2" THICK 111 2111 4 - 2'-4" r �11 11511 11 �7—� - 4' - 1'-4" 3" J�Sa-�k �.,�` cD IN I I _ _ _ _ 1n - a 12 VARIES VARIES 4" 111 I 2" —+k w — Q-- > • VARIES VARIES I 4" 8" 1 Ft�1 _________ r 6" 4" KEYSTONE F11 o a) LPT NE F11 N cv �1' I OPTIONAL L Q - - <V (V 00 111 4 ZO � �3" LT' a 4" GARAGE DR. OPENING 4" WINDOW OPENING 4" 4" _ NOTE:INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 141 1 _6411 1.4 12 5 " 1 12 5 2"• FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 7" N 4" T-0" 4" 1 " i 0" V-4" 101, iv 0 io 1 00 E I V'__ M j A Ik N., iD 1„ 111 0 r N C111 <V 0?o • r- 'QQ,, 111 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH tJ] cO� �J J, _J l M fpp- z N l0 z M O E3 tl M 0lL aX W O V � Q OW H V) Ec� o 1— U in W e Q V 0 s� N N V # z� z ? �j ca. �WW r y�� Q>��E91 z �iap� �a 3 Z O 2 gQ" 0 z Y m N sm Z Y UM W N ❑❑ i I O� O N O M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M M i Z W U_ a E o O S� �o f �� wi » �� =e oa F- K U oa SOU �� 0 z CN i a Q <oz ¢ w m0 N C �y Ott z Z 05 0,Fw $ azw z ao W� n U 3 irs N� F� O CDa= �V w 5 0 � O 3 c O 0 W i ■— N M � T a c o N r V m rn Y/ r— I N M N V) r r � M M 0) cr N o m Z T iri I� E Z c a EE v a= U Q p c JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. F1 , , 1,rr"I ,.,I II - - - ,, r r _ -- - IELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 11 M14 copper to lights ii outlets t 200 01 g12 copper to 20 amp ckts 00 AMP 10 x10-2 copper to WH 10 p 10.3 copper to Dryer METER �5 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED—�� INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 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 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET piiiF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24. 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 EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FP PUSH BUTTON SWITCH (OPTIONAL) H9 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 ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT WP DISC. DEDICATED RECEPTACLE GFI H.B. FOR MICROWAVE RANGE A t HOOD PER SPECS \ 3 GFI ' GFI I AC PAD — — _ — — ROUGH -IN FOR \ / RANGE ` / OPT. CLG. FAN/ I / PENDANT AS / \ / LIGHT PRE -WIRE \ PER SPECS / AdkL � T �% I O i U. . S IT H ROUGH -IN FOR /� !� I^ ' ROUGH -IN FOR - I OPT. CLG. FAN/ I OPT. CLG. FAN/ \ INK /DIS I IGHTPRE-WIRE �\ G I AFE ` I D.W. o j GFI ��� BED�OOM l ' BE(jR6OMR4 IRE \ 11 I I � 1 ❑ 1 PA �O \ _GFI ---_-- GF BEDROOM 2\`� �\ l / GFI �- - OPT, I \ S.D.O F REF. qP I U.C. OUTLET S.D. C.M S.D. LM U.C. OUTLET — — — — — — — — S.D. � �. '" FORDW ROUGH-IN FOR OPT. CLG. FAN/ \ WP LIGHT PRE -WIRE _ _ GFI I 12 M FO i ENTRY �FA RM ��\ \ CH l GFI @ 44" / AHU A.F.F. — _ F------------ V. �_-- I I ndb T I I I I 11 I I I I `_V_ - I \ o VP ----------- I I S.D. \ I GFI @ 44" I I I ROUGH -IN FOR A.F.F. I I OPT. CLG. FAN/ GFI FOR I I I \ LIGHT PRE -WIRE \ GAR. DOO I I 12 \ — i GFI 1 I I % I 2 CAR GARAGE I I I OWNER'S SUITEaim W .C. � I I I I I I i I I I I I O I I I -7 VERIFY LOCATION j I I _ _ _ _ _ J ELECTRICAL PANEL _IRRIGATION GFI — — — — A �� _IRRIGATION RECEPT. FOR ALARM VERIFY METER H.B. SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" f� 2i C-- u I /ILM� z � g z z g Q - ti N _ M U) L N z ^, o VJ _ LL fl= Y �U Ow � N c t/> a � � U 00 W e 0 8 d c rn � g � r. Q Sm N N Z zLL4o LU -�i� tiz nm 'C _ N La. ta] W � ¢' € gQ � z Z ��a33` 0001 � m m ci N@-: Q a :@ iv W Na"= d o LLMZ O V 1 U E— ❑ ❑ �I rn 0 ' CV 0 M 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o Mi w ZZZ F Q I ;? Eg 0 E V �o oLL » =® oa _ M O U� a0 U O o g Z O E N ° ao aZ m _tow� Ox U ym Zza�_ Q1 J coU 3 j O Q W f N o W Q T V LLa sa ao �w G �z o w� >O cfl za a r 03 0 C O 2 ^L` W i e— N M N T a o cco T C O a� T J r- LO T N M N COCV) a) '— E m; Azc�v Az o Z E O E `m c d U -j Q JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al 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 required soffit ventilation vented be provided by Ventilation Ventilation (See Elev ) needed required soffit 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 SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. t\ i —iJ O n� z N pp� t0 z m z C, ¢ M d N E3 M W W(A //znn o �J V LL O ), O w V) C E �N 3 U o g s w = z = U O= y � d ¢ a, • ®0 � N_ N y W Z t W Q rn a ai W Z Q 4D m UMk,W- 014 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. o w M M i� O ZZZ E L d EO za o, >m �® T V F— QL wz c0 oa U0 SOU Z- C:)E N a r a°z o O wz c y Nm o z Z � J w ¢w zz z W ;z OU LL �o 0w Y IIIIIIIIIII' O CD Q O 0 F -zr ZI¢ U 3 C O 120 ^L1 W ,> N /^\ > T C) Q C o N m 0 � T •� J 0 N LO r N M r ai E w M M CV T o z z c E E 0 as c m .' 10m U � Q cc JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 5.0 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 65'-0" WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" 1 -98' 3''28 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-10 __ _64 5'-0" 6-4" REINF. SEE PLAN. FOUNDATION PLAN A U a H•BT TYP @ 1 STORY S3 U.N.O. ......................................... ... .............. .................... ......................... ......� ..................... rit a 2'_o-' I ! `'' 16'-0" 6'-10".' ..... I :: :. O I III : ■ 0'-0" I "1 N, -3 1/2" SINK /DISP ► I LO in I L S3 Fr I I D.W. 7III I \�N, I I I A S3 b �—__�ILL]I CHASE TO ISLAND ; —IE= —---'—_— — o I I TYP @1 — — —'_— � � --� ------ ■ I STORY U.N.O. STEPS AS REQUIRED : PROVIDE 1 Y" RECESS CJ L — _ — — — _ — — — — — — J CJ OPT. : ; T CJ CJ : FOR SGD. REFER TO KITCHEN ISLAND REF. ; ; ; ; CJ _4I I I : ■ 10'-to-" PER FIELD MASON'S SLOPE FOR �� LOW WALLS ; I CON I ONS �� WIDTH `o I \ \ 16-10" 12'-10" J � � INDICATES FILLED CELL w! 3000 PSI �� CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I • ::::::::::::::::::. .....:::::::: ' .::::::::::: :::. ' :: ' • . il\L • :::::::. : ■ 0 0 ■ ■ 4 0„ 4'-4" W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED PROVIDE Yi' x 9" W/ 25" EXT. ABOVE SLAB "GRADE 40 SLOPE co RECESS FOR FRT. OOR STEEL" I I ih L v o 2'-6"x2'-6"X1'-0" u) I I S3 '- 25'-10 28" �\ \ 9'-5 $" W/ (3) #5 E.W. 4 4„ oto 00 I �� —------- ■ - o CJ7TYP 00 @ 1 STORY 33T I S3 CC I U.N.O. _ S3 (2) #5 REBAR 2-6" x 2'-6" x V-0" I ai I AHU I 1 VERTICALS w/ in ' Fit :: ■ ; I ; I ; ^ 3' 5 FILLED CELL 7 1 W! (3) #5'S E.W. 2'-6"x2'-6"X1'-O" G 0 r> 0o W/ (3) #5 E.W. ( OPT. D PT. I ; -3 1/2" SLOPE '� ................. 5'-3" V-10" 3'-6" O I �, 7 T.• 3-1/2" MIN 3000 PSI CONC. I ' 2 -7 " 6-5" 3'-2" I SLAB FOR HERNANDO COUNTY ONLY I J 0o 3-1/2" MIN 2500 PSI CONC N K XACO S3 Cl)`I'S3 I SLAB OVER 6 MIL VISQUEEN I '''� VAPOR BARRIER N 35'-4" 20'-6" ' ( I : BUILDER TO I PROVIDE I 2 #5 REBAR 0' 0" I APPLIANCE VERTICALS w/ in 4'-0" 12' 1" O PROTECTION FILLED CELL I W H WHEN REQUIRED � L � PER FBC — — — — — — — — — •� — — — — — — 2 — — — — — — — — —1•' — — — V-6" L 5'- G1 A S3 TYP @ 1 STORY U.N.O. 6-0" .O o H.B. 7- FOUNDATION PLAN SCALE: Y4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" '• ,f y�' :;: #5 CONTINUOUS •�:." .: •' "�_ REINF. SEE FND. FOR •' ' QUANTITY �:' #5 X 25" X 25" CORNER �',��' •�;' '� ;�� ; BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. '•- • .. 717 �' ; •. •; �'; "�_ **Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. _ •. • • •. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" \ �Q . k,2, FLi'L \ M z o m z z o = c J M z to o U 0 w N E V) o U M w 2 E 8 _ $ U o as CL Q o sm Qp� N N Z W R_9Z. t I N- Q 0. U, d Q a Ul y z a W Z 0 2 �;16a��J�� o cr�� H LLM40 Z'. 1..■■ N � •r ` C3, O - f;fiiti►1r1\�\\ 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. o c Cl)hZ r' 0 S w Z i LL_ � V! E wo W= » aN oa Lo �o a a < i 00 O < w z cV t O ¢ � Vi r <o O U mo �z Z r Za to 'aw �z m - a o< 0< 0 a �w W w o Cn J <a �F �o CD •� o� ZIQ a o� U 3 C O Q .N W i �- N cM � T 0 Q C o N CL i d. � U � O � � 00*)m r N LO r I N CV) 0) r E t;M M M N z E O to 2 N a a a? U _j Q p C c JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 6.0 q A A (2) S3 A (2) (2) n CJ A w n D can /Y CJ3A CJ5B D w D n D (2 � -4 Lnn w Q ¢ D Q Q Q Q w _ _ 1 1 I 1 I 1 1 1 1 1 1 I 1/ —�— rn oDo o N 17 W W W 0 U U U m EJ71B 7 EJ7B A D1 J7A J7A _ Q21j M Li EJ7 1 D1 EJ7 i EJ7 IX EJ7 EJ7 A S3 EJ7 CJ5 CJ3 i? 0 y�> fn W CA L i VA J7A J7A ERA J7A S3 EJ7A EJ7 EJ7 I EJ7 EJ7 CJ5 CJ3 �,)A n `o Ln CJ 1 A q S3 {2) 0(2) UPLIFT CONNECTION CROSS-REFERENCE y„5 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -1 Od x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -1Od x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8"ANCH.0810dxl-112 HTT4 2715 518"ANCH.12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dx1.1/2" HTT5 3225 5/8" ANCH.1(28)10dx1.112 K 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * W5 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS 6 1165/1070 " 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 *' 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 112" MTW20 1 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & TITENS LUGT2 1850 1810 (16)10d NAILS AND BOLTS HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-1 Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. 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 (6) TRUSS ++) (B) 8) (A) r" •) (+ t OR 2 PLY CARRIER 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 ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 �2 �y RRRR��EE x CONT LAEDGER� �A) T$ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE F-WON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4'=1'-0" i _ n i iZ- z Q o d N M z � N o T C!j Y O N c r �v) N U C° w O U • oo pp� N N O LU N N O C TW V a' fTtF1/� 0o — N on " v r ur ' I` , y, 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. � M M m � w Z Q O E g0 w g <ry Z® ❑a V M I--- rC �O UO CD E O N q z w w D N C � = N 8 . mO z Z z N J N O ¢m '0� Q W zz no W Q� 0 �LL Nz J o w= w< O N of 03 C C:)O L i '— N CM xN r 0 Q C o N Cal 0 0 o 0)T 0 ��.�. .� J TO LO LO `� rn M M T ai m N 3 r y � o z z E O E c d U Q 0 JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 7.0 3 v x M 0 04 s� GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 a e verticalload Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T BF321B/1T FORM dt GROUT SOLID it o :. .= W � UJ ` O j5 BAR CONT. 8F12-113/1T O V' LINTEL DETAIL SCALE = N.T.S. I I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F 16- B/1 T Q 2 i?5 z tNOMINAL. QUANTITY OF #5 REBAR AT WIDTH TOP NOMINA o HEIGHT MATERIALS c"T" i� 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. 8. Mortar per ASTM C270 type M or S. #5(1)REBAR TTOP ALTERNATE POWERS MIN..(1) REQ'D ° °-112 CLEAR STEEL LINTEL O ° a .M.U. #5 REBAR AT TOP 44 J MIN. (1) REQ'D ° Q 1-1/2" CLEAR C A GROUT D L04 5 REBAR AT =(n mw 4 - BOTTOM OF a to z F Or LINTEL CAVITY U rn J w xw` OTTOM o�UOZ REINFORCING ¢ ¢ C7 fr J 7-5/8"ACTUAL PROVIDED IN Z o w D D NOMINAL WIDTH LINTEL r O i� °Q #5 REBAR AT B( AS INDICATED (VARIES) m n ¢ ° , ° 4 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6DF " LL 4'-6" 1LL 5-10" LL CD LINTEL PLAN SCALE: %4'=1'-0" IN ti 0 0 z N fh Z � Q J th /\ d o M VJ\ _ In z IL w n Ow N c E U CO w l '= 2 E cN I Q Om— z z •' 1V 04 LL JT C4. e F 4•' . 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. o co co m z M 0 z o LL E O_ wo � » z N az❑a®ap '6 rD ~a� A0 Uco OUO<��aoZ Z 0N z aW � • (� NxU C ao z b O mf O zz z O p b ZQ2 OU J Z 2 W n 3 . 0o � z O wE w O C a= I zla 3 O C O La ^L, W .! N 00—N > T CU F _ T C o ra V J T N '- T N M M M ui E M N o z E 0 E a m c ccc U _ Q � JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. 8.0 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 R 1 T 2 HR MATED COPPER ARSENATE CA-C WILL NO LONGER BE PRODUCE D FOR RESIDENTIAL OR GENERAL AS OF DECEMBE 3 S 003 C O C T T CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED 0 REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(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 R308A, 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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. T SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS S O D G 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. BLOCK: F UNIT WEIGHT OF 8" C.M.U. B OC 55 PS 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 WI LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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: 11 „ GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" 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. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 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 5-0" 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 11 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 ALLSTEM 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 MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +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 S 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 LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 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 To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 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: 1 FASTENING SHOULD BE TYPE �� W�� 1Y" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1J 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 ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / IES SHALL G90 4.5.2. GALVANIZED OM NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL CE WITH ASTCONFORM COATING NRACCORDA A525-87siWITH 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 PRIORTOOR 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED 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 "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation'sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overrpoulr and mortar along the foundation perimeter must be removed be ore exteno sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical baffler is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. o� Lz�_ M n N v(D M Z z Q J M o Cl) ) z 0 o Q � _ C!) y 0 w 2 N c E LU O 8 U CS Q O, _Q N N 0 LfiJ , m fir. :=F '••, F(,_ •.•o To the best of the Engineefs 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. o W Z _m QE i? O �� o Wi �s ru CUV O --13 < Xo x U a'�� oa W ¢ 00 � U Z 0 6 t i ` <o az �z W� m 13 CZ z N o zLL z N to J � N Q o aw Z g W LL�W a o W f� za a 0 c 0 C N � nL' W .! N r Q C o N H = d- T C CD) 0) T s� J r LO T N M " f M M T iU m T N T iri a Z 2 E Q E m` c a U _j Q p Q .i JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. SN -o c v 04 rn I rn a� a v x t2 0 LO I rn Cr a v i O 3 FV— Q rn N 0 d E E 0 c c J N 0 I_ 0 0 i h 0 a 0 0 0 J N c� rn N 0 J� S 0 a 455 V) N m 0 cn CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" a - STUB -OUT FORLO GAS METER 0 o � U O ~O &4 = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w J m a ROOF DIAPHRAGM NAILING SCHEDULE RInr,F I wF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" +6 + + 0 + + + + + + + + + + \4�-) ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + ++ ++ + + + + + + + + + + + + + is + + + + + + + + + ++ +++ +++ + cr' 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3!4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK F BOND BEAM _7 w CONT. #5 a STD.90° BAR�I HOOK ��\ BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN �I SEE PLAN FOR RE Q'D PLYWOOD FLOOR COLUMN AND ��' SHEATHING PER PLAN CONNECTION \ TJI TO BE CUT TO ALLOW \/ FOR BLOCKING/TJI '---MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN \ OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking 1/8" min. }Small gap 2" min. + / 2" max. 4' 1/8"gap max. Web Stiffener Fastener Schedule / Joist Bearing Location BCries S5000s : Depth End Intermediate --- ®; 9-1/2" 2 8d {_ 2 8d. - -- - 11-7/8"' 2-8d 3-8d Clinch nails f 14 2-8d 5 8d 2-8d 1 /2" 2-8_._ when BCI 6000s®d ' 9-11-7/8" 2-8d '_ 3-8d possible ' BCI 6500so'. 14" 2-8d_ 5-8d A 16" 2-8d 6-8d 1) Support back of web during nailing to prevent damage to - - 11-7/8" 2-8d - 3-8d - - - - -- - 2) web -flange connection. Block between for full length _ Tight fit �� g - - O BCI60s14" 16" 2-8d _ 2-8d 5-8d 6 8d solid joists of span. 3) Leave 1/8" gap between top of filter blocking and bottom of top flange. 11-7/8" 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 3-16d_ 3 16d 5 16d 5 16d 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max - 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6 16d 6-16d OF THE JOIST ASA REQUIRED LEAVINGYa" GAP TOP sides b 6". -Hangers with side nailing. @ y - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —N DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL !►1111110 MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) a higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. i:o is 6" A 1%" ROUND HOLE MAY 6" 6" DO 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 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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. Joist hanger SIMPSC w/ (22) NAILS 1 5/81 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FiI'm i i - Backer block (12" wide min.) ;.,.I 1I ICI I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM 0. SEE PLAN FORS•• a . ••°' F FOUNDATION INFO d' b ` STEM FOUNDATION Filler block. Nail with \ 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap i_.. i Backer Block' "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height - requirements %f ,-0.6 X Joist p depth I, � e III/ Imo/ L I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN d v j I M j�li d _ d'Q — ' _Itr'III I �TA*/C-f! CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION aC� MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION ii�14 � W—W. 4. PLUMBING LINE i— PVC OR SCH40 SLEEVE ,:�0�n at SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d C a •' c d d z •a. . . d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE FF a' d AV.° av G c. Q SEE FND. PLN. SIZE & REINF. FI- 0 '11LJ '2 r o - M M N c z z Q Cq o ^' ♦ o C1 U. r Cn Y fi3 w � jr 0 „. Ln c E �N � o U CO W T E 0 8 W, = C AS N N 42 ii r yLL r.4U P. LU ff 7p i c w.F t t(t iii tg�•9 Z V,�'�'�, 3�pf O � Z �%. •4 0 �l !«�j�i�(iiiElE1, 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. C w M M z g Z � U_ 0 t o �a �® O E FT 6 z w00 E o U❑ �� ❑a ❑. Z o G CD C (� L �� ¢¢Q aZ � W � - v ¢Z Y �x m� zz Z J e aw s. 2 Q `sg 2. w a N z W U <o � y. Fk CD;o co ila a � 3 0 'C 0 W °! N co LL U C o O to � V' r N L0 r I N M � r ci m M c M co04 T o z z c E 0 o U � Q 0 _J 30B NO : 19-5331 SCALE : AS NOTED SHEET NO. SN 1 7\/IF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /„ GYP. TYPE " X" @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "S24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS SIMILAR , THIS REFERS TO THE T FOUNDATION ONLY"( ) IF NOTED, SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (2) #5 CONT. ON 3" "° ( STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 r 2 x3/16 PLATE WASHER TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PITCH > 4:12 , , ° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2 LAYERS TYPE I OR TYPE II A.F.F. O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 () ° 6 >' o ° d ° ° ° ° a °° ° " Z 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - C - a ° ° ° ° ° a ELEV-0'-31/2 - FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. o - - _ ~ REQUIREMENTS SEE R905. PRE ENGINEERED WOOD rW° TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (NP•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" d ° ` d d d ° ° ° A.F.F. CO) °� ° ° 2x4 CONT. a ° ° d ° LL t. °. ° . - '31/2"(min.)- 4" TK t. ° ° ' -W", 1/2"(min.)- 4" 00 GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" - 1/2"�- 3I r d ° d g 2 #5 CONT. - () 4" 1'-4" 8" (2) #5 CONT. 4" '-4' 8" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL I@ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ��N�0 SCREWS @ 7" O.C. SHEET LOAD BEARING OR -4444 2x STUD INSULATION PER FBC AND ENERGY \,/ �GON��NUc (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` - ( ) 8"x8"X16" KNOCK -OUT 7 FOR WALL HGT. < 8'-6". 2 INSULATION PER 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - jt�#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „° ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10' "J" BOLT @ 24 O/C W/ 2" X 3/16 (10) 10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8' THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON �° 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR STD. 90'H00K (SEE DETAIL) WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD TYPE "S" MORTAR 3500# MIN. TENSION 2600# (6)1/4"x31/4" TAPCONS SPACE ANCHOR ) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �, w! (10)10d NAILS �, WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH r- 2x P.T. PLATE w Cl? , ARCHITECTURAL TYP. PER MFR INSTRUCTIONS 0 FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �l v " ' ' _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ a p _ a (1) #5 VERT. IN FILL MONO OR STEMWALL ° -0 [ FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] -L1=1 ') C Z M - 0 25" MIN. LAP 30" MIN. LAP]g I-111� 1/2 GYPSUM WALLBOARD U.N.O. CELLS (SEE FOOTING MONO SHOWN w FOUNDATION PLAN FOR CLARITY ° D 00 6 MIL VAPOR BARRIER I e ° T � p R 1 718' I- FOR LOCATIONS) D p =III= I =III=III= - Z #5 REINFORCING BAR [ i ll 1x4 P.T. BASE NAILER D °=III=III=11 I=1 I 1=1 1= 2 #5 CONT. 4"x4" INSPECTION o °-__--_-__--_- • I #5 LAP SPLICE ( ) 31/4" BASEBOARD PORT AT EACH =III III=III=1 I III I - " _ � 36" MIN. LAP [36"MIN. LAP) ON 3"CHAIRS 8" 1'-4" 8" NOTE: g ° � III -III -III -III -III -III N o ° *FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.) FILLED CELL TYPICAL =III=III=III=III= 95%MODIFIED PROCTOR ASTM - TV� 10" W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR =III=III= =1 I = =III= =III=III=III= = =III= - D1557) MIN PSI MAY VARY PER -III, III iI =1 =III=I I I-III=III-III=I 11=1 =I I I=I I I 111-' 4" 1'-4" t #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -I-1 1-III 1 III III -� -1 I I_ I 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1 4XW1 4 WWF OR = COr'' cua ELV "FIBERMESH" fV I,00 °> DECO FINISH 4" to 6" BELOW GRADE Z SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ I - Z min. 4 BARRIER u :I p 4 N a av GRADE COMP. SOIL. ° T O° • - - -_ [�} (COMPACTED TO 95% - -�T- I - I I I [MRi I I _ i� - (1) #5 REBAR w/ PT. MODIFIED PROCTOR _I I I- I jI S�REEN ENCLOSURE ASTM D1557) I � I 3„ MIN. CLR. I r (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 4 t MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z • s _ �• T SEE A/S3 OR J/S6 -I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N' M -II =11 I 4„ SEE A/S3 OR J/S6 UP FOR REINF. INFO. I I ITi" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR IES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. -- SEE PLAN FOR CONNECTION INFO - d M " e . TOP OF BEAM & LAYOUT DESIGN - a SEE ROOF PLAN d A dTr - - N d V (2) HTS20 FOR STRUCTURAL r _� v - C') BEAM SIZE & i; ' �' E i I CONNECTION INFO - 8 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 e J CONT. BEAD SEAMM Q INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � •c M 6 MIL VAPOR - - i'� BARRIER ,6 I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/JlS6 MIN 7/16 O.S.B. SHEATHING r 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 r a SEE TYP. WALL SECTION FOR ADDITIONAL > w 6x6 P.T. #2 SYP SLAB INFORMATION o W ABU66 SLAB STEP & RECESS S.G.D. K"M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD 9 ;. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN r M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS - z °p GRADE- a ° M FILLED SOLID (SEE PLAN FOR 7111 - a Q 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0 _-.1 -III=III ° °• WWF OR FIBERMESH Z W o -I I I= I W 1 I I=III- ° RICK PAVERS or SLAB PER oUj zw.=W 00 a 0'-0" FIN. FLR CO MMUNITY SPECS ° ::::::_FOOTING �Wqaa 1 1 1 l l l l u l l =III III- BEYOND I-I 1111 l .�­­ I ION (SEE SCHEDULE) FOOTING WIDTH- N PAD INFO. U / i I �f CC-::-,) z N t0 z g Q v LL C11� T Cn Y Ow t/) c E to o � � U 0° - o Q N N z S�Z� J o pU a U m w pW, LULU Z 0 �•r?,�iiG(FIP/ff0 0 t7 Z. 8. A\ e�,f,llitt;E,t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C Cl) �w z o LA- Z aLL > =® � _ K O U U O U zd z O N t a p wo Q� az ¢z mo x �� Oz >z Z fn J a ° z z W 2o Q �a g o aw a 'S z =I3 o w �O a v 0< °3 2O 0 124 ^L' W ,! N _ N T� Q C o N W C f"' ..� C ■ J N Lo N LLB T T E M M M N ° m Z w ^ E 10 Z c a E c°�0 Q o JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE Iv STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE TONEAILS SPACED MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK STEEL AND GROUT ❑ DOUBLE 2x TOP EVENLY WALL IS 1 1/2" MAXIMUM SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ PLATE HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR FULL 8x8x16 BLOCK WALL SIM SON SP2 w/ (12)10d NAIL AT EACH STUD I FACE OF BLOCK WALL IS 21/4" CL DOOR OPENING DOOR OPENING DOOR OPENING LMJFASTENED 1/2" EXTERIOR GRADE SHEATHING 2x BLOCKING @ EACH END W/ 10d @ TO DRAIN Lm j TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO BLOCKING WALL CLEAN -OUT A WALL O/C FIELD (2) 2x HEADER PER PLAN SCALE: N.T.S. 2X4 PT STUDS @ 16" O.C. S4 (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE HETA20 w/ 1/2" REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE TIC NAILS VERTICAL NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. IN KO BLOCK AT EA. STUD MAIN SPAN 2 X 6 (MIN.) FRAME ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. SCALE: N.T.S. 54 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W! GROUT 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR SEE SCHEDULE KNOCK -OUT ( ) NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D __-2x BLOCKING @ MID POINT EVERY OTHER (STTUD W/ (3) Od NAIL CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE a d 8e STD. 9T HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 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. BLOCKING P. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED (� ) PROPERLY. \L—ROOFTRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. L-SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL Uj J T O MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d , a a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SFF 0 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE dTHAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° aDOOR STOP PSPN516Z w/ (12)16d NAILSz4f<4 d MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 4&, SPLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-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 S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 t SIMPSON HTT4 TYP. Op O'4 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. 54 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d d0 d ATTACH ALL EXTERIOR STUDS W/ 4 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS �RECESS j / LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAXF. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR:N REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e HTT5 wl (26)10d NAILS (4670# SPF) ° e • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° • 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)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I In 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" Q ° 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o 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 • SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. l r> �1 z N S z o J C7 � N _ (M � o N zC1 � J� LL T L U — w L C E (an U 00 w Otx 0 8 I I e U Q � o s�o N N h N zo��op z M Z z HJ Co Qto LLui v .� Z a' u7 m WL Z to -d10 N W vx ES��" To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W M M ¢2 cos Z g LL F Q z ',0 OLL >o 0 Z z�ao� O � w z K O Qi Da � 0 wz <o w� C < Na' m o& Z~ Z J r,b f� o �0 d lw W U � ire �z =G o O n � tea' zIa Cc, 3 C)0 In ^L, W N ,>Ir _ N T' Q C o N � C a O V e � J ,— N M N LO T r ui ih Ch N o z E z cc a E 0 _j ¢ o � JOB NO : 19-5331 SCALE : AS NOTED SHEET NO. S4 3 S t2 0 r- C" 1'M I i LO N M 0 J ul Cn I rn 3 f' Q N i 0 0 C N [.z s i; 0 C n: 0 0 v rn N 0 tz 0 0 a rn 0 'N S v N SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) �� �� lOd x 1 12" AT EA. �� NAILING SCHEDULE FOR „ 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) 2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SPA FOR 2 6 WALL USE 1 " SHEATHING DETAIL OUTLOOKER TOP CHORD BLOCKING FOR @ 24" O.C. •' NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL TOP CORD BLOCKING 45°t AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING 2X4 CONT'L" BRACE DETAIL TOP CORD BLOCKING FIRST FOUR ROWS OF 45° ± TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/(2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 ENDSYPA "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ .• AT LEAST 90% OF WEB @ 8'-0" 0/C. 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) 1Od FROM LEDGER TO 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING J ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W! (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. 2'x6' P.T. SILL „ NOTCH L' BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT A'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ 2 16d NAILS A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES Od x 1 I AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR MOFTRUSSES@ ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'7 ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH BLOC FA SDS SCREWS TO TRUSS & (4)1/4"x3" IN 4" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w! (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 E TION () 1 Od x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J iv N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR r x NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR x Nf BLOCKING FOR CHORD BLOCKING `� SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 112 11 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES �° ;° APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING 1 1 210d EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF t2, & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING FI 48" 0/FOR THE (2) 16d NAILS OSB SHEATHING ATOTACHED 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 FIRST ROWS OF W/ 1Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS S FROM EA. TRUSSES ; E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (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 & JACK TRUSS O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)DQ \ -ARCHITECTURAL FINISH 2 ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL - OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ IT 15 3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS ':', I -, EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 61 REFER TO NDS S C COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ►a SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 6" O/C WOOD TRUSSES OCATIONS) 0/C @ 2"x4" TOENAIL 6" /C W/ (2)16d TYPICAL RUNNERS (2)16d PER NAILS JOINT f— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj__� SCALE: N.T.S. S5 12 6.9 1 MAX. ALTERNATE NON -DROP 1 I\ ► 1 11 11 GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 v '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \, S5 'V BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w! (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ut--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS 4" O.C. TYPIC@ AL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 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 6 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 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i I CONTINUOUS BOTTOIVI CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"W' #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.) I— --GABLE TRUSS %—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 HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL � F- LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 r� /F1 i ' [o o0 -� / FLL M 0 _z N Cl) z g Q m d N M V LL C1 4-J w � O w � _ V! c�, E o U °° w L ~ T E U � o • Q m � N W ' Z 0 �a orn °'3 4 WLLQ i:l911it;c3 0 .t1 � a� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O M J � w Z � L.L. <Z 0 s zo >: o� wz >T o �® ❑a cc z0 O¢0 o Z. O N ota Ezw W � - =m0Zw �x zz >Z Zy � J aw Z Z W40 o a NZ r� 2� ro o � CO w za OR a � _ UO3 O C 12 O ^L W i '— N (M �^^.� xN > T ca `/ _ T U C a 0 m V J T ' i o I N M N LO r T 0)ai 4� M M 04 o E Z r_ T_ Ecc Z d U Q p c JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. S5 3 04 M W) I 3 t2 0 0 J M LO I rn rr q) v i C 3 a 0 ip G v c i Ef 0 U -1 U y i a 0 LZ N c 0 a rn N S cCn Cn 3 rn v 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2 x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP, ` ) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 x4 P.T. 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 11 ROWS 3/16 x FURRING #5 REBAR � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12' O.C. FIELD @ O. BOTTOM PLATE W/ 8d 4 O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS T O.C.(T,P) STAGGERED @ 16" TAPCON @ 16 .C. & 4 2X8 0 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 41 `�`i'D. JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. 90^ ` 90- HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, 3/16" x 3 -1/2" TAPCON 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT '" J/ 4%; Q ALS EAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL No t[B EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 P SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T.w/ (2) ROWS 3/16" ` TTOM OF BAND IST TYPICAL APPROVAL FOR CONN, x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 —i ' TAPCON 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING +2NOTC @FIRST COURSE MPSON HGAMIOKTA 12" O.C. °�@ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - wl (4)1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4' 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/41' DETAIL +5^ L L NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A = 1610 # FOR 2 STRAPS FILL 1stt 4 OU • '•, 4 COURSES EMBEDMENT INTO BLK.) 1/4' MAX 2'-0" 8" Soup " :.. r 1 PLY PRE-ENGINEERED TRUSS •! 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL — * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS -- IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" " BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. • . SCRIBE (NOTCH) OF RCH W/ (3)10d NAILS . • OVERHANG BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. ENDFACE RETROFIT TRUSS DETAIL •� CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. �* INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB 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 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4'%' WOOD ) () * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. w/ x 0 �FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16'ITEN O.C.(CENTERED) cEN� 11 tf 1-05 -O SCALE: N.T.S. SS 12 + + Ty PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED REQUIRED D D EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO PORT ° D !4" MAX e 2'-0 8 TRUSS + SOFFIT + ° o U e p #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10� ° p ° CENTERED W/ - H BLKG. &BUCK 2X6 TO 2X4 2X4 SYP0 ' • , D ° 1 X 4 FURRING 8d NAILS EACH TRUSS o KNOCKOUT / Cv CHAIR BLOCK 8d NAILS 8 O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE BTWN,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR `. • MONO FOOTING • ° D ° ° ° x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF --- TAPCON AT EA. SIDE BUCK - (1) WITHIN 4 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" 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 o 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP 24" O.C. @ ENTER SO IT DIRT TO BE INSTALLED � 4'-0"MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ° Cv #5 BAR IN 90' HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" � INSTALL WDW, SCREW THRU OSB INTO 2 x 8K O.C. �� \ �- �• � � �- �� a � �- �� \ � �- �• sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY 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" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 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) - 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 PER ANCHOR 9 a. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0 EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F' 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ '`� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° U A LU THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , o o a REINFORCING AS FOLLOWS: I I I —�� < a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT � #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ > ° z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I r Q - (0N FILLED CELL SMOOTH. DO NO FURROW. ° n ° DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE n. .' o I I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP C a: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CV ° ' p \ ` `•" REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. r H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° ` �4-� TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° a 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 EAWAY SECTION A 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. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. " 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. L o r �L, CO O z g Q o [i N � z -a (D o 1 TJ W 0 o Q U W ♦- OUl c v) E `V ~ o ' o N � �Q � N cD V�1 N W � ��o o � z Z Q > €LL Sz I ° CkLLLNU fn N CJ p- 47 L Zp� ao y:9Erns a WLLNam c Q III 111/, " ❑ ❑ N "4 co • C, L _ e Q • F \.o �, ESS�Qar\�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CDw M y¢ U Z U_ E Wa � >o a. O o �. gO ZO as U0 ♦— C)E 0a a Ua a N @ i i ao as z mf a Ox U �m oz Z z J �b QW E� > Q < O � zo Q U a Nw W V 3 �o >F a � O > d' W .> N _ L�. N r Q C o N U TZ � C � O V I N M N r T M M N m :3 w n z E an O v :: cc c a. 0 0 ¢ o JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. SS 3 M 0 N rn M Ln I rn i 's Pj 0 0 u7 I c v 3 Q 1.2 W E 0 i r 0 U v 0 i 0 U J ti N 0 0 0 a N - N r- 0 0 c� N v CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIfTP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —\ ---LWOODTRUSS - 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 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. AA TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A PUSSES 7CG. IP SIDE OR BOTH IF REQ'D) 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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 3 OLVARIES rr �T TL7_ x ROOF SHEATHING ` ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d _�/I- -i/1- COMMON TRUSSES. TOENAILS TO TOP -�-�— SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE -- 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 ik SEE PLAN FOR PLATE BELOW TOP OF WALL , 4W/ MIN. 2X4 #2 SYP P.T. PLATE 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYP I C 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 'I SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICON ATED CONNECTION INFO OPTION A SC EE/PLANOPTION B OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 47- EXTERIOR SHEATHING ;111r, ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 aC� FLOOR CONNECTION 22 SCALE:NTS -0 SCALE: 3/4"=1'" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �-• MASONRY WALL BELOW: SIMPSON '.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 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 -;-��— 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 LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x �I 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. - LX�I[X1 I PLYWOOD FLOORING -- LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS -� J (h M z N t0 z z — Q o d N IL 11 Now t� z CD Vr � 0 V) c (t3 w g U � Ow N c�- E o � � U 0° 2 $= o - 9 �0 Q o w t® N N gg `3N$zf z LU g Wrzp zWs°a zo NS m m V1 g C> LL W �`ili/�j�y� o �O` N dui �`���N r. S' E G r� J ••F M1P.��✓ . — cO� � w J c� Z c� o¢ Q •. .• IF1. �'%, � •''••.......••'•fir`' ��� 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. C" W o Q U_ Q F zffi W° z » _® ❑a z F— o E O XO p Qoz ao Q0 0O �z wz N � L ¢� ro co O r U Nm m o s z Z z Q) Cn J <� QW sz W v 3 �� ;02 d z �K o y = w- _ 7F >O a mi c0 _ < E: ou °O T' nL1 W � N � T Q C o N CID 0° rn 0 C)2 Lid T � N M N M 0')6 M r m M N a z E Q cc U J Q J JOB NO: 19-5331 SCALE: AS NOTED SHEET N0. D 1 ^' ^ "^ WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 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 -r / DO NOT FLASH OVER BOTTOM NAILING FLANGE 0 J NOT USED s, SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING M WEATHER RESISTIVE BARRIER /- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 17PKOI&M INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 10 E0 2 4 5 SELF -ADHERED FLASHING OUTSIDE CORNER 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 PLASTER STOP THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLAST ACCESSORY A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER �r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Me d a SOFFIT/CANTILEVER L SELF -ADHERED FLASHING INSIDE CORNER Ground r� Water Resistant Barrier Lam Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -0- _ - -- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH -^� -- PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS SSSSSSSSc 'TURAL FRAMING TURAL SHEATHING OF SAF AGE PLANE WRB BREAK WRB rH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. 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 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 Di�i�•-.�S�S�:I 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 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 rJ / L� rub 1 r c ED i i� Z � g i z a a o m N z o Q� U LL ♦� W O J Q OTM w� V,C1_E N � U Co w �e$ 7 U 'o Q • � �� N �O y N Z � f w a Ul N6Ul C LL G a Q y Z LLy� E T d 3 IW a a o O U E 0 CV 0 M ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M �Oi g U_ z o w°o > W <Zow00 L <OE =DC®)16- XU�ao n�6E O E N w YZ m s >z ZC ZZN 0 o o 11 >2 a CID IT < •N 0 > L .! N �1 > T C) n' CU r U 70 ° o /Y� r .. J r C:),- IN LO 0) 6 cc M � M M N r y j o z Z E Q �' E m aU _J ¢ o 1 °_' JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. W P SIMPSON St ronL-Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1781 Test !Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 118-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NOS) The primary changes in ASTM D7147 are requirements to measure properties of the tasted materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Cnteria for Joist Hangers and Similar Devices in October 2D18 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies W update their wood connector evaluation repots, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/302018 when it will be re-evaluated by Simpson Strong -Tie. Please visit wAwstronote.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. A;R* Keith Cullum, P.E., LEED AP dwfBDvV Engineer, Southeast U.S. Branch Page 1 of I Simpson Strong Tie Company Inc 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 wew.stionotiesom < ; tlSP ri+eetora s r SWw" Combat" y 04P 8t4 t:No . FWW$tartar d. Pm Iwat+i Ne. t 14" 8) lStapeatt No. Ott ngot snip reefs) A3 FL172"A ESR-3455 A23 FL10446.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU21D-2 FL10856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H0216 FL17232.3 ESR-3445 HU216 F110858.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216.3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL1044T2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL1085&R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST50 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 F1_10852.4 ESR-2106 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT206 FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL1149&3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-26W MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3616 FL17240.3 ESR-3447 WM 1416 FL10667.88 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 1`1_10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U F1_578.3 Evaluation Report MBHA3.56/18 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10WT8 ESR-2e15 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2813 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FOD456.13 ESR-2613 RT3A FL1723&3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2813 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RT8A FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10455.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2813 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 TH0410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NOWIMPACT) FL20461.6 +67.0/-87.0 Pat ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.01-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 pat ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Serim 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WS (8X7) FL15279.85 +38.0/42.0 psf Clopay Building Products Residential NhndCode Doors W8 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0,032" Aluminum Gulf -ok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A S. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Fufther, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE .t._e N L � N j O U CD Q Q, O O i .� ca 0 -0 �- to O cu En 0^' O 0 O 21 O W O Ca O .� 1E -0 o Q� U O L I- WW1 .- � V/ W J SHEET NO. PA 1.0 4--0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP APP Page t nr a 2J12(201e Florida Department of Business & Professional Regulation Building Codes and Standards Product A novel pP Application Detail Paga3a e 1211M18 Florida Depar6nsM d Business & Professional R Building Codes and Standards Product Approval AppNcatbn Mtail p� 1 a I 1a201a Floride Department of BusinMt & Professional Regulation 4egu Buldlnlg Codes and Standards Product Approval Application DetaO Pqe1a 1 1 a2ote Q! V O � qe� �O O cV -4-1 W V ���t v, '� ♦ V fR V O O L ^O Q O O LL _ CU O y� ICU (%� •Tt E O ' — V (^V�l, N ^ ♦� �C I 0 ♦ V L V y (}n4 _ I �✓ ♦� 0 CD ` O /� 0- Q V` Date Pendine &Nat LbtlhL9t gals gNtt QNt! =xgt Venlon Manuhaunr Sgeiaga EnanexBUeerue Yalldated 8v v.0e.l.a Submitted FSC Aoerovsl A,—,,d $mWL R.Aslon 2017 Thenro-Thu Corporation RICK WrIght Lyndon F. SMmld. P.E. Ryan J. King, P.E. I W 5f2017 07/12/2017 10/180017 12/12rV 7 Approved Category: Exderi« Dom (419)296.1740 PE-43409 (813)767-65M Subcategory Svdnghma g Exterior Door Assaes dckrv®mtIdgwnsutsos. Comp hwcs Mothod: Evawatlon Report from a corn Florida Registered Architect or e Licensed Florida Professional Engnsw F12204e1442 Products 0-1ty Aaaurane Aoeroved for the Aaeroved Pon We 5npeel Design i:si Product MotlN NumherxNxne Product Waedalen gyyy� 9uhide e/FQ BfNIvarl pjyyun 1 a. Th"wT. Fiber-Clasic and Smooth -Star Nominal Bf41119;lt &quotNonlmpad&quot; Opaque 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Door pnw w9vtAsw ; X conligueMn) cove Enntv er p,� jjuq Date Pemm�a {ilat Imo! Version Newheeunr Si9Dil9S Enaueri LlnrMe VNltlatetl By veuaatee Submitted FSC Ago —al Aired MUM Review 2017 Therm°-Ttu Corporation Pock Na1gm Lynron F. Sd nld, P.E. Ryan J. King. P.E. 12R32017 12/132017 12R12017 07/132018 Approved Category: Exterior Doors (419)2M1140 PE-43409 (813)767.6555 Subcategory: SnOgNExterior Doo Assemblies rickwWwbidgwnsuff"s. Compliance Method: ELeWe°on Report from a com Florida Registered ArchSed or a Lksnsod FWds Professional Engineer &M41111410 Prodraa Quality Aaeunnee Aaorovedfer Use Aoorovedfor Uee amoact Wale, 9mf product Model. NumbxwName gggyg=geggpjigQ Conf act Eaa atlon Deb 1on10 iZ Dutvde HV IZ Resident EUUUMM 1 a. Therm eTru Flbw-Classic and Smooth -Star Nominal "IA39:6 &qudNon•Impad&o}wt; Opaque 12/312021 No Yea W WA Composke Edge Fiberglass Single Door pnxdng/OArAng: X con0purabon) 990 anderg Rom 20 gazumm 20a mm Yam a S� � %�� YM� 0wmftd E22AROMM Aml,,W .Wm Revision 2017 TMrm°-TN Corporation Rick NMOM National AoowdItlon& Ryan J. King, P.E. 122WM7 09021/2017 112r=17 Approved Cay: Exterior Do(419) 2Wl740 ManpMrMnt women (813) 787-mw Yg«or MtICe ssory: Swinging E70et°r Door Assemblies Mtp s r1dwerw0o1M1ihnY. Completes lbgw& CertllkMtion Mark or Lbtlng wanes fwstai Phegad. gwAkhelpm ApprovedlorUse Anwhinted for -Ulm hood Rum W9 LJDDQ gubmL Q� tigrd" E� 1 A. dgahokcwwlo-C� aid aquot eeno runic by W and 1110 Opaque °rid OkW FEargWs Door vat 12/3112021 No Ya No WA Them-Trullwok and wMhotA 8tlalbs, kwkg and Owlseft t S96 291 go cla2mma 20k 11112 )&No mmdmbm lmmiKkieet YMf1Yilt YMdsIW ONmmd H9.lerd amRom 111Nm Revision 2017 TMrm►Tru CoporMbn Rick c VftM NatiAowodbin& Ryan J. Ksp1= , P.E. 1=07 M12017 12MM17 Approved•� ce"Wr. E1aedo Door (419) 298-1740 Managementkmstlhte (013) 7674OW SsOCi lieW SMgkg Eltorio DoorAeeembfte ridos®rwMldpooanasntS. Capirtea Wbned: CaNlatonn Mork or Listing OOm A,,-Wftt.Um )tea. )]�{ Lad (a1D6Q 4goiku II so&= [Mans 5 e. dqu itSlmoft-ft Bquok and 8gtatRBenc amrk by es and 8A Opaque, and Glowd Film Doorfaith 12131=1 No Yes No WA Ytmwr ,rruBquak snd wMatl SMMss, kraalrg aid Owe wig a nx ass w mp 1 Yea Composite Edge Flberpissa Single Does r1a1n tt0 : X cs a 6 f. TMrma-Tru Fiber -Classic and Smodh-Star Nominal BrR39;0 &quoU4o Im;r"t&Wot; Opaque /2/312021 No Yes No WA Compoade EOge Flbsrgtess Singte Does (inndngl0ulevhg;L 9 I. Thann►Tru Floor-Clsalc and Smooth -Star Nomloel BMM;8 4,quallon-Intpsd&qua; (Need 12J312020 No Yes No N/A Composite Edge Fiberon. Setae Door 6naMngl0i tavtkg; X cerdtgunaeon) 9 I. Th.—T. Fbeh-Chssic and Snt othAStar Nominal Wait 8 &qu tWkmpad&qua; Gloved 12131=1 No Yes No NIA Composite Edge F®erglass Single Door navin ; X coat uraean) 14 n. Thenna-Tru Fibw-Clas°N and Smooth -Ste Nominal eWS;0&quolMn•Impvct&tpol: Glazed 12alr 0 No Yes No WA NO No WA 14 a Convoske Edge FlDargian Snips Door e Composite Edge Fmergisw Single Do X (InavinglCul ng: X comguraffon) n awn : coral 1« Florida DepaMbrk of Business & Professional Regulation Building Coda and Standards Paso 1 a 1 1112o/e Florida Department of Business & Professional Regulation Building Codes and Standards page i a i ,/enrols Florida Depa6rwrd of Businrees & Professional Reputation Building Codes and Standard P.a• + a+ , Mao a Florida Department of Business & Professional Regulation Building Codes and Standards papa, a, 1154101e Product Approval Appikadon Detail Product Approvel Application DNall Product Approval AppgcaAorl Derfali Product Approval Appikadw DaUR g SdOt Knew or no gi UsltPaomea gate ?area ayom llaalfaNlta mmr AndowALMM ximimJDL )Wig W lmk% W E12AMMIM Aa®ad so" B Salt now car pre laid 20J%OOm 21k bat aim INNWMBM Sdaart LmbeLiLbetl YalfrWlDl Yaliod LIeWW l3G Ammgl how2md Lam MMAS124M Seale Knew a 20 gab QNLBEmes get I= Yaom "acid Whit 21" KQ91wwtALbMon MINIMUM amlarW t3G.AawwW Amtelmf Aral& RARSS24U go& took [ pre gab amago3dw gab mm YWm UNN&Nm Smm9t NarbtrALlem )Nldllmm Ya1WIW LrWW FOCA=rrul Ammn d AWN Revision 2017 a vw1dorn silo DOM Category: FJtnrI Dogs StiCa"Isi Sic" Exdemlar DOar Assombla CWnpaamaN Messiah EvakMWrn Report Boma Fbritla Registered Ard*W or Licensed Fla1do ProteawW E+r01 Stanislaw Lull Rabat° Loma Steved M U*K PE (717) 3054= PE-82614 (717) 317-84U peMrngarOrrMWAm 00M32017 OSM 120,7 08/152017 110MO 2017 Approved Revision 2017 IN VVYWM and Doan Classier. Exterior Dose easCsteNary: Sift ExOubr DowAa°nWbs Coapewteep4aNtew EvakMdop Repdd romp FbWs R4g4terad Attwbol ar a Lbansed Florida pry Engineer aMnt Sitagw Luis Robert Lome Stevan M. Url* PE (717) 366-33W PE-42514 (717) 317-9184 8etegwArtlwd.wm WSW? M IMI? Ob16/2017 lo/107M7 Approved RID won 2017 MI Vlitnds ws and DOwt CaleearY: Eltlerlor Door fuhCwpey: 88ang Exterior OoarAaearnWa CeanPtanree MMwG Evakrtlon Report *sins a Florida Flagellates!ArolMed «a Licensed Florwa Professional Engineer Bona smarcer Lila Roberto Loma 8tewn M. Urid*4 PE (71 PE42514 (717)1174454 blarpai@ndW.aom 0&M32017 08n t/m17 OSMw2017 tOH0=117 Apgwwd Review 2017 my* and Door Doors Categ vy+FxdNbr n D eg BCeteawlr 84w* Etarbr o«AsewnDW Prokooertee • Florida Registered Amdabd or a Lkaseed Fbride Bent ebrow Luis Rolowto Loma Steven M. 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(513) 51945M Sa isCetegary: sedlonal Eldwlor Door AsswMlae wet+MraddEIdODaY.corn OoapBarta Meamd: Ceraingon Mark w LWWV 8t5>Wmlt t3t UsUs iaNrsc gat melt pmbpeemm 20 bale Yamm oNwhow Usam CoamrALJltme YMdoAk Ydidam Limlld MCAmaral Amn®md two Review 2017 clom 811111111111; pla"Is Cmpwty Mork VVeslarfaw Ireerlsk Twang Santiw NA, Gary Phohiv 11242017 OSMWD17 12105=7 Approved Category: EAwW Door (513) 7704= Ina. (513) 510�6500 MabCaleaory, Seasonal Erdarnor Door ASWO s m�darMMEIdaWY.c«n dte.pa.ar. MOM* Ca WcOm Mark or Using FINS3224M 220 1mMCa mEI role ode PWKNM gall boa atiom *woo t Ram"lealerAllmee Itadoom YMdrW AmbmW l�Aammat Aoamnd am RFA*n 2017 MI Wkdaea and Dawes B°mswroor Lis Rebsrb Lana Steven M. UrIcK FIE W132017 Gen12017 owsmiT 1«/02017 Appmad Sub a llog E,MSliftbr Door (7 7) 14 (1+7) 3 7 CarscMNos, **Ad. EviwbrDarrrtIronAssimilate haeAnaerEI+dwd.ean Caapaarna ereNaad: EwMtetlon Report icons a FbMe Regis ArdatwR«aLbensed Florida ! 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(513) 5104680 �y � mitt rout YaIMM itdd.t/ 1//2920,7 0111mM2017 ReLboom no FMA,—I i Agmms9 12105=17 I)" Approved mf! mm mlpn RevMNn 20,7 f EN&Ikles Cbper Bmift Poducs CW"M e+aC444esrin SallorW Eltwbr Do«AeanGNe Caaptlars Wlsi OwmlpaBon Mark « Lisa g E0�'-a goom LaboLAJA tit Vasddem Mee Vviselsrllew Initenlak Teeing ewvka NA Gary PexOW � (513) 5104556 mweelerSNdQobpay.obm WE gee 20LBEa s 20 Ya� LIImNYd FacAmifMW Agotow 11l4&2017 08/10=17 17052017 LMam Approved M — — FLI"lW.w Freeloads 8eo a Protluet MotlN. NumhaT xNwna Product Devedotlan Confrxt Exoirrtlen Date 111.1:1= DubMe NVI¢ Mgt Pro— B L99AL 1 act, 707, 727. 747, and $47 Single and PONS d Doors gwAkh ale radmdgmmooaao Fkash, Gassed, and Louvead birow and point d 121312025 hoeow mate) doom. A9m8W mLgM AWMld Igo gomLk Yes far Use rid tl>i OEM" Yu Yes gmm eo WA 2 185 SH 5204 FkbFtenge Frame 10/SG Single Hung 10N9/2018 No Yes No +60/-60 Laf a5 D85 Vsa40 PAN-2FI63: 73, 75. 54A, 94, 42, 48, 428, 488, 4R8T, 61111ST, GOSS, GM. ARSS. 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SubCallegi Flood COwpbaa IlAnad: CsaNbaYea Mork or LMag Mgr Usdm ANiNKA MM millosJDL Bat sobw AnMrign ArdYisNlmal Stevan M. UrW PE (717)385mw Wairmb4umara Meodallon (717)3174454 beeagerQllaad.Coro ggtp p� MIN" LamNbd 121311510,17 12/312017 grcEe+•ot gar tigAmd A --Ad 01A1/201e Rik" Approved milt tie ]ensim Revision 2017 llemdfaot POT kndntraa category: vlbagas smbcampo :Fled Caapearwe West: CemalwYOrt Nark «LMYg §rat, a maim LmloreLLMM Mddom lot Dean Rawk Mbn*4)b o BCCO - CER MMM -0a SCOD - VAL (941)� (7"315-2500 mEI gab 000P Pending kwidm LOmWW PECAs1®ml =202017 1200VA17 grit hunm0 Q26=7 IN& Approved 9901 mu loom Revisits 2017 leamd�t POT atdushMs ca°gory: VYkMgs SubC&% W.. 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SdwiA P.E. Rya J. King, P.E. (4+9) 298.1740 PE-434M (813) 767.MM ridoarOrwbldpoorMa4temhb. cons get mitt Ydiod Ighle W IOML12017 110naw17 grlElemea mat FWA-ra al Aamand itV272017 I2M22g17 Mon Approved 21111111 log Yamm Revision 2017 aeamdkm MI VWdows and Dolts Catep°ry: Windows sescafto y: Muaone Corpn smaMAad: Evaluation Report from a Fbrlda Registered Aniseed or a Lao~ Fl Blow 2009 AM*MrAIM m YM NI" Bntnt swincer Lub R Loma, PE Steven M. Umbh, PE (717) 306 010 PE-62014 (717) 317d46t beMahpedmiwd.00m gala rot BoLftma Yd td LLW.W FWA1a®ml 1023R017 1011162017 10202017 rob Agmind 1211UMIT mum Approved SBdt min aerie Revision 2017 FLOM III.GO Wmdealm POT lodu$Wn 8ubcalks": Yaaorr Coapewoe WNmad: Cart kOm Mom ar LWft EOY1La sm a fosmmALkt= HNldmiLk Dean Roark M mM.Dede 6000 -CER M&wnH)m ° 11000 - VAL �1dtsAr rfdMtrW.oMrhs 20 mb boom Mailbf 1200VMI 11n52017 mY.PJemm no FSQA9mieal Ammmd IZMM17 .ram Approved gm boa twim ReVNNrI 2017 mwwbdnmt Jorbs Ilou Suldre Products, ire. Cate901V: Patel VIYe Caa I- , tisY+tsk EvakMtlon Raped from a FbrW Reasoned Ardated or a LkMMW FWW E AWw Soma ZDWMKAUw mdmmaLk Pingdaw Zhu Ronald L Dealers John So~, P.E. MO) 3442027 PE-21121 (� 987+2826 discown mat Usra goLboa g Uses YMdrW LCdLd EWLAMUlml hmund O 26=17 081011=17 00282017 10110=7 term Approved W � GS Q Z ProiseebsW En ww Probabnal Eno w PrdYalwNl Engineer 8 B.St�Pr>mrl Ent plltl xmdmwa gaarratmm21 ilia AtL ue A�ffi!!e Ieyes gLiWtfllAiz bens tryes roam Gem FLAM J ! 1 a. Mom. &*Nten otAW&pw„ mmNLAmom omwe &pekkrpar4&quok Gassed Rbw9W° 12131=1 AMEMMd&LYN A hI1M Ili No YE am Ya Yes gem preass WA s ft! 2 EmgvlgRgfilke*KALMM 5764 Mao VerWW Asmwawn Mdten 12(3120,8 Aube A unt la g >�mtiQ No Yes rem t� Yo 21" Gem WA 1 ABraoa ter AI Doors and Y°kaaore Atemlawn MusarM 051YOF2021 ra ra Ya WA !elf , CwnpwM Lop SOV EMONUH 2d m ibPcwand tep swing 1213inM Am � tm A� Jae � Ya Ya WA � WA Q� Ati-KCgrK raMgrnk«&wW okCelw oCra! Sk*DD -(X)' imo«OWwlragcorligwm an SHEET NO. 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