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HomeMy WebLinkAbout3151 Nubbin Ridge Ln0 rn m v S n N 0 LO LO 00 I rn x m m a it v 00 `14 0 J lf) rn LO 00 I rn i 3 rn N a E E 0 L J y N 0 ALL WORK SHALL COMPLY IITHCODpRSVAIUNG CODES FLORiDA BUILDINGCODE, tdATIOP IAL ELEC6' i,,yRHILLS .AND THE CITY ORDINANCES RE, lon SAT' t� CIT„Y�� OF ZEINEi� 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 FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col, Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KIWall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O, Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parailam 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. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 1791 IFL-1-1 rill ri, Ell - I Imi 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 S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I 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. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. I 0 -+t VV ex, <°O •` O� t< !`t _ v,,� F 4 �a.2ke.a 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. /F _ zo 8 �o pippp 00 N 4k it 0 0 0 m (O J J 0u_ LL u_ a aM N;m CLLLU "1 �W LL !Z a. u0Zgym°'Womo m oW EZco oil- a) X 0aZM Z U0 Z U CD N O v O z Z n -� d O QU) � to z o Ui M fa w 0 n J ® a OLU t/) = E aim_ U 00 *— m E 8 I s o m U o °y C N Q 9 o soy o M Z Z oS w Z � QE =o - oo g » ak za Da F_ CL C)C)E X0 oa ap ¢z �¢ rz wz N L ¢ ❑ ro f u, C: C: �m o z , <w gZ C')F' N o< ao � 3 U ao �W 1 o a� ¢ �3 ;o a CO o r Ia O c 3 2N nL, W ' 1a) C: co 00 N -� 0 Q C U C3i C4 V 0) r 011, ._ rn Z o �'- LO ~ I� t j N_ T N E T 00 c N M r Z Z E O �; T- r of N c IL o � Q p JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. C S 0 O UP r 50 59'-4" 37'-8" 6'-0" 21'-5" U 16'-3" 5'-0" 1j' A O S3 A H. 35-SH �\ I oz o- - - - - - - - -� C ff I NU bN N ILE70 I 4 -14' '-3" 7 „ \ 30'-0" `~ rn N B `� CAFE 068 4'-° � FAMILY ROOM VAULT.CLG. _ VAULT. CLG. CARPET 0 . � �PATIO r W -----------------------------------M ----CnO rII --�11 II 11 o LO 1 S 868 I U I /r 0- 4 I� 1 2:12 I laCEILING I '-0" FLAT C IL I I TILE 9'-0"1. T-8" 6 2'-8" 6 4'-3" 1. 6'-10" T-7" I OPT. D PT. u NMI 11 . © STUDS W/.:. �. _ ■■■I __ _J1 wool OWN -CARPET I■■'■��rl���■■■� 1 mum, 'I ® .0 _SHOWER .FIBERGL,y • ■ SURROUNDLu �1 ■■■■1 II ' 1.: II Lu • .: �, ill =01 � � zo -co ■��'00 BEDROOM 2 CARPET rAC CARPET P;� H.B. A M EGRESS 25-SH 0 ENTRY 8'-0" FLAT CLG. FIBERGLASS I BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. 5' Al34,. A T or,r61 ��■■`w_� III HALE 9'4" FLAT CLG. ,,, CARPET 2668 S3 8'-0" ' N 1 ' 3„ c TM i 15'-0" I -- I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I L--------- -- R&S -------------- 4068 B.F. IN A in PZ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18'X25 S.H. 13 20 X 38 j 18 # X 37 S.H. 14 20X501 181X50 S.H. 15 20X63 184X62 S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25 S.H. 11-113 271/4X38 26x371 S.H. 11-14 27JX50i 26x50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 j X 26 36 X 25 1/2 S.H. 23 37 j X 38 j 36 X 37 3/4 S.H. 24 37 j X 50 j 36 J X 50 S.H. 25 37 J X 63 36 j X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 j X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET HH 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 2'-4" 11 N I, ,'-, 0" 3'_°" 9'-$4 � I WALL L E G E N D BEDROOM 4 I t 8'-0" FLAT CLG. - W = O0 O CARPET I X M V) ® MASONRY HGT. r7a 8'-0" A.F.F. W I TYP. 2x FRAME WALL (01 0) =i I I BEDROOM 3 INTERIOR BEARING WALL I I 8'-0" FLAT CLG. INTERIOR BEARING WALLS NOTED "FLOOR BEARING 1 CARPET ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND 1 I I REQUIRES NO UPLIFT CONNECTORS TO FLOOR ( EGRESS SYSTEM 25-SH AREA TABULATION O 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 7-10" L 20'-8" GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 FLOOR PLAN E L E V B 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT SAVE) SCALE: %4'=1'-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED cam) I a 'E ••• �.•�• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �(0 Qco 8 C,i�pp sir�• O V N ik ik -� O C)O 0) cp O N N C , LL LL M 0 ill dM -N _jw ,7LLN- LL LL a a- M.p �6 Vj M S W f/i W Ym� W;-, Z a6a C,3 o Q mX om0 cca 0 �; aMW LLZ'Fu Z M Ec?(_j o d <N ci ¢ O �4Qc+�Z V H J °� z ❑❑❑❑ W <h M Z N O - z o s: o m N z a (1)(D 'JL�rt /4--J `V VO Y W on o a (� W C E goi wigW m � ,- i E O 8 °I = C) o °� 001 o ®0 c a � o CD w CJ ti J o Q LL w � oo zo Q� QE o E: Ud z® oa M_ f �< = o o' o O E N T ai ao 4o Cop az tt� (� W C _ C 2 Y "m m2 o o' z F QJ ¢w � 0�¢ Z a0 mw W g QO =k F-- $ ' Ww w� xF X >o o V' z¢ a �N 0 .N > d. ^L� W '> a� 00 C N co O o O 0) Z .T_ o LO T 1 I� j N r T CV) E c N _ M Z Z EO i6 ,- r ra r: cc it E U J Q 0 1 J JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 1 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE o CABINET o0 OQ OQ F1 HOOD O RANGE KITCHEN S 0 co Lu CV 0 0 r N OPT. REF. 1 0 00 O MIRROR M 0 60 MIRROR Lj O 0 0 M KITCHEN OWNER'S BATH BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL I - TOILET PAPER HOLDER O CV FIN. FLR. SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w - a H SHWR. o VALVES = o 00 co SOAP C° 00 o DISH �j LO iO o O co M 7TOU B BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT x 0 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE `D o CABINETS 00 CO)00 U- rIN I� LO a V-2" `1 0 2x I 0o i FRAMING TIN - O O T M Cfl - .-- 1/2" GYP Cv "' ,- CV �? N BOARD FIN. FLR. T j j vit Vic FIN. FLR. It 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" p Q tllttfdd//�/ .,ti�R��Eo4lfff 0WN L� d Ui CD W 4 c z ,f G, ti~ 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. ff LU I- Q _ a-o E O N O O P m N V) J J LL LL 0 dMQ� N J - LL J ik W LL J a W. ' rn a fn C CO, L Vl W aa�0 a 13 CIL arl-tn�Q) � Y zi� -13 (7z) 0 0 ii W @ O r O co CO J n g Q 0 W IL Z 2 EZ' 2 E N ° N Q co z R o a r Q O 6 0 J Z 0 ❑❑❑❑ W Cl) z N MO W �ryQ m Q r Z O d r M z o � 1 0 � LL II /4--J � V L.0 O V) �� E +� 0 M�o miffw ca m E � f' U 0 c Cn Q A o rn �� O M w M z g Z P LL E �8 zz > � z© Co x0 0C, _ O N U aF o ¢o O� az �W o z m� o (� _y U O� Z � J a z z to -¢ z dO z U wLL U<o o >� co a ° 3 �N 0 L �> 0000 N (0 Q L) 0) (f� co T V � O LO r 2 L Q cM T E -E/�� , co 0 z � V E O y r a�'i r m a U Q p JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 2 3 v x m rn r\ c S N C) J M 00 I rn x rn O 00 0 O L0 r'M LO 00 I rn N 'O / rn c 3 E, Q rn N a E H N E O FO O C J a� V yL+ U i i U i i 0 O 0 J LZ rn N 0 N a 0 a rn N M 0 0 o o: m 0 12 0 12 5 5� � I I F1 (+1") 6" SMOOTH I I TEXTURED BAND MILEbo CD FE Mimi ININI W _0 _0 _0 _0 --- 1-1 12 5� - - TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) FRONT ELEVATION - B1 24'-0" RIDGE VENT SCALE: 1 /4"=V-0" - - T.O.M. HDR HGT. 25 SH 25 SH L--------------------------------------------- F.FL. LEFT ELEVATION - 131. 11 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc andlor stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. •r •� ` . J 0' F�-O�, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F Q d E �cop 0 O N N i# �Q M N m S N r- ,j lJL r- a) W ® H ..�.. M-Ion -� *Lo W W _ �LL u__Ja,a 0 a 0) ul M W U a' emu awaLu y z 0 0 Y & 0Wo C o _ m O ❑ .2 W 2 E rn ❑ a T z L ML N<coZ U 0 az ° d ❑000 M Z N O C O W ¢N¢ � � Q M ^ ' m Z c o W LL C!) lAJ O I� Q Ow � N E ti o U m w 0 E O I 9? Ili C.) 0 • Q o s�o O w M M i o Z U_ E zo ¢N Q E: W 1 Z ❑ a MEN C6 Q g0 UO cp N a� <z 04 ww L o Q O W. Nz¢ _ U ti0 0, Z ZNm J a ° 4Z z u7 0) o¢ a0 MEN ow 3 <o �k ZD v Z, < a 3 0 2 N P d' L '— 00 X r N �1 co J O Q U C7i T' Z o (� T y `) �— T oo T m N CM o Z Z E O vi r r U a Q p � JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 3.1 T.O.M. HDR HGT. 1'-011 - - - _ _ T.O.M. HDR HGT. EXTENDED 01 OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - 80 FINISH ON C.M.U. 01 (TYP.) CD 25 SH 25 SH 5068 SGD F.FL. 28'-0" RIDGE VENT REAR ELEVATION - 61 SCALE: 1 /4"=V-0" 12 �5 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. + PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. + Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. RIGHT ELEVATION - 61 : 1 /4"=1 '-0" o 0 t � t a t t t r►► i �iii��e ,��`°°°e >,..> •• .` 0% Cn To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M�E co "MOO N 0)V 0 o Q m C,NCq N to J J LO co 1=' u. d m rn.1,0 J* W W u, !L C N - N � d W W � a0�x Z Z > �CL�, 0 ato m o 0 m�¢= W mo��° 0) E°'O' o a C)_ 7• L IMLW v�N� NQc'�Z ¢O� Z < U H J M N N z o 0 o — z g Q M d O M IL '11 _ 01W-1 V LL -� Cl� Y ` V W O Qn •O to Ln W 1!2 C U L° W o $ I 1 = rn Q CD a (� o co J w Cl)o Z J LL Q E z o o o » Q N 04 E rJ z® CUO CL CD E CD X O K Q ao ❑ OU ❑ 0 aZ 04 a0Z �w rp _ .- Y U m� O O Z Z6W 0 Z Z sono In Cn Cz F < LL <20 Z Z 30 a m w U oZ r w =7 OCO Lim 1 1 Zs a �3 2N 0 L '> 00 cc CV ,.� _J O C o a� m E .� T Z o LO T 1 T M r E 00 CV 00 Z Z O r r a E U _ Q in � JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 3.2 w V . •i .n: illt 111; ti d � !_ i 1L.1 1 S.lu� I i I EJ6dio � II ,f d. g Iil VARIES 1'-10" 12' CAP CAP 2" 2„ *NOTE: iv N FOAM TO BE USED __ Ill RADIUS c' —INCD ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS r REQUIRED BY 711, COMMUNITY �N 4 1'-54' N 00 SPECS. IF NOT, N M� � 3!4" RADIUS I- iri DETAIL TO BE 1" 2" OPENING VARIES 2" 1" 1" ` BUILT W! STUCCO, 1/2" RADIUS 1" 1" / N I EDGE OF 1" 4" VARIES M1�! aN 1" OPENING VARIES V4„ r 0 22, VARIES 1 1-4 1 M i2 VARIES it 1„ 1,_p„ 1„ -IN 1 1/2" RADIUS 4 42, 2„ 4" - 2 1/2" RADIUS 34" 4„ _ _ LOB lo N r FO "IN CSC Epp M VARIES 12" 32,, 11„ 31" N ,,, 1„ 1" 1" 1" BASE BASE >`IN 3° 2 2 Mry 3„ 3„ �44 a1,-8„ • 1 _p4" 0 rN 12, N *NOTE: VARIES 8" 2" FOAM TO BE USED io 3„ ONLY WHEN a REQUIRED BY �*71'-6" COMMUNITY = 1" SPECS. IF NOT, 1" OPENING VARIES 2" �_ 1" 1'-4" r� DETAIL TO BE 2„ 2„ zi- f BUILT W! STUCCO. 2a" � EDGE OF OPENING �- 6 --- 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these 4" 101, N 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. 24" 1 N N c} W m coo ®N .0 8 ro f Q O N N C o� p N 0) to N LL d' U MM^ N # co ® 2 - -100 J at IL W ��. r� N NM Z W LL W >�LLSS aCL IN rM Ai �j 4„ m No �m pQ 2" N 6„ 2„ iv z rn 9 N d o rn x W mo��O d� ¢o > > LL a N Q M Q U 1 z El El El 11 1-1/2" THICK 32' 0 N Cl CIL �g 2,,, z o 4 � � N 2,-4„ 1'-10„ 'v r -- � N 52' 13 1'_5" 52' 4 M 1„ 1,_4„ 3„ N z a IN 5a - W tL IN w o O U C1 4" 1" 12' VARIES VARIES O ,,,� N o 1„ m N w o rM w 0 3 o 9 t VARIES VARIES c � Y ® 0 32 �� M z z �_________ 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 J w 2 i� t1 z c > m o Za N �— OPTIONAL OPTIONAL Q E Z Q�y I I °v Q= o� 00 _ I _ CV CV FI r0 x o 00 co Rs io 1, 41„ - - a a & z 2 a '� Rg9r„ 3 3„ N Q o z ,�''I _ ' 4" GARAGE DR. OPENING 4" LT' a ' 4" WINDOW OPENING 4" ' 2" IN 11 W o Z � �le ,(3 � m O NOTE: < m Z Z M • INSTALL OVER STONE, TYP. em • FIN. TO HAVE TRADITIONAL �' ° § 5 z LOOK & SMOOTH FINISH o Ill G VARIES • FOAM! EPS MATERIAL IS ° 0 1- • • • F • , ACCEPTED JW zIa Q OU 3 NOTE: 2'-1" 1'-4 o N •FIN. TO HAVE TRADITIONAL LOOK & ` SMOOTH FINISH ia, 1'-6f 14" 12' — 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1'-12" 5a, > d' 4„ T-O„ 4„ 1" 101,1 4 10 N psi r O (o N co N 00 N 0 0: 1„ N m 1" C> O A Vl •Z 0 LO T N r \ c 00 M o T cM M • Z F O N tT `m JOB NO: 19-8535 1„ 2 SCALE : AS NOTED N SHEET NO. GENERAL NOTES: M� Cl • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) v 0 ACRYLIC SAND FINISH r ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PE5wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH FOUR-WAY SWITCH -414 $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 Q EXHAUST FAN O� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FE9 PUSH BUTTON SWITCH (OPTIONAL) } ® PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copperto lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10-3 copperto Dryer METER MAIN O10 or 410 SER Alu 200 amp IT 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=1'-0" c' ICI a �-a rn 0 CV CV 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. H aO SEE cr " cp 00c`co � N N O O O m oOj N N �opppppppk c0 J J ', 0 LL LL ® a=�L � LL LL _j wa a Q N N > C1 LL LL W rn a CL CILN co 0 Z .0 a)W00 W WCc • Fu 0 r O m Q 0 �oLo Z Z 0) v@MZ C"! Q0°�_ Z < U h- J ❑❑❑❑ W CD M N W Z � N z.�.� o � U) JM o M ^^V)' o 1W � � �—J-`J( fn Y t \J r1a O p n Q 0 0 w � fC3 f— _o U 00 w � r— m E m 1....., C) o e 0 s Im C:,co w ce) M v ¢ a Z E oo ¢& ccF a E wz Z® oCo a f— rO x 0 OQ w0: 00 � 01 O E N M a z ao Sao a �w " Mo mi �n - ( z � J ¢ aW � z U7 Cl) Z 50 aw W W 0 o J w� 7 >O a °N d' L '> N 00 = N .-. co _j O UO �11 m W V 0) V Z I\ _ C)LO M T— r L— E E N M O Z M Z E O W r ,- a- 0 -1 Q o JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS 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 soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2,000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. Gr� 1 a t 0 P i0PO4I0,r4i �,���ii8lt!!! ,•. e E•••. ,:� e • G,` .L0 :p �J Ar f�6,44€sit• � 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. E rn Q _ o`fo co �p O V N # N 2, m Zo J Nr- N *k CO LJL LL 0 coN� W w H U)�M w co he Z � m0 m¢ ��CN W do co� a0r-QO ZNQMZ o U FO J� Z U ❑OD❑ W (D Z � o Z o d' Q J th rz o _ M t� z 2 � 4Vl /-J V •V w O o a O _ a ` \ t1 w F E �N f6 2 r— o Rig (J C° r w = r— R E sm C:,w M M z o Z Zd J L L. E z 0 0 2 Z o < Q_ O wz z® oCU a 72FOE i_ rd _CL X OU U aF 0 OU O4 N O 4o a Z �Lq L ra �j C o z �r m`s O oLL Zz N m 4 W a) ca- o� Z ao �w C air r� O a¢ =r }o CD � z¢ a x �N 0 >� L 'MM> u, 00 co LPL co O Q C: CO m � c O r rn Z r .� 0 Lid 1� N M r m 00 N r CM o Z Z E O r m d E U Q p JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 5 srnrimn�eRn"I"r oa. 1 00�1 MIW Cm x m r a x 00 N O J M 00 I rn x m N v 00 0 J 'n rM LO 00 I L it c m v 2 rn rn N v c E 0 S C C C J 2 T7 0 0 0 J ti O O O N 0 0 a rn N M bs 0 0 Y O mm m c C d TYP lj� A L 2'-6" x 2'-6" x 1'-0" S3 H B S3 W/ (3) #5'S E.W. r INDICATES FILLED CELL w/ 3000 PROVIDE %2' x 9" (2) #5'S S' - = PSI CONC. GROUT FROM FT. TO I BEAM W/ 1 #5 REBAR VERT O RECESS FOR FRT. DOOR d ran 31/2" SLOPE TOP OF CONC.1 PAVER TO BE 4" � I - in io ;n STEPS AS REQUIRED I ABOVE SLAB TYP @ ALL 1 PLACES SHOWN HOOKED FTG. I? BELOW FIN. FLR. 2'_0" 4'-0" 1 2'-0" 6-0" 4'-6" 2'-6" PER FIELD CONDITIONS I �0'-0" DOWELS 5" EMBED W/ 25" EXT. I CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ r — N100 r TYP PROVIDE 1 Y2" RECESS I FOR SGD. REFER TOBASED HVAC CHASE I AHUrt ; 0o o L S3 ( MASON'S SLOPE FORLOCATION I WIDTH ON (: `r' Ln ( I I I I i � ' . ' . ' I (2) #5 REBAR �3 1/2" 32'-84' ` _ 4' 85" VERTICALS w/ in FILLED CELL I — — 37 z 21'-24" 5'4" 3'-8" I 7'-8" 2'-1"-31/2" I SLOPE 4'-0" I G ; ; OPT. D 1 * in S3o? I CJ I �— — — — — —I CJ CJ _ . (............ I I L_ —_— _—_—_—_—_-_—_— — — —r 1 17 ; rr _ y CJ I C:T { 1} EDGE OF SLAB 2" FD o ' " CH I ASE TO = I _J ; KITCHEN ISLAND —I I I I ISLAND LOW WALLS o0 "" BEYOND WALL { J {I I J S3 12'-6'x2'-6"x1'-0" I - I I D.W.I I ,— G SINK w/ DISP r l I K ih I S3 I I 2'-6" 23'-11" 2'-10" 14'-14" a t a t 11$' ■. I .• �;' I I a I I • : (2) #5 REBAR VERTICALS w/ in FILLED CELL cal I CJ CJ CJ { f 00 - — — — I I l I 00 ............ ........................ 0.0 ..-...-...-..._..._..... :... .. -____----...:.r;.._. ......... .... ............. eo ° I 13'-5q" T-2" J { , I I = :::: CJ CJ j CJ CJ CJ LO co 3-1/2" MIN 2500 PSI CONC 0'-0" SLAB OVER 6 MIL VISQUEEN _ VAPOR BARRIER PSI CONC. SLAB FOR I (3000 i 1 Fri HERNANDO COUNTY ONLY) L--------+---- ---- jla"----I-- --------------F--------- --I0 ; Im . . . . . . . . . . . . . . . . « .. . . . . . . . . . N . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . H.B. T-2" 5'-2" M- el 6'-0" L 3'-0" L T-10" L 4'-0" L 3'-10" L 4'-8" 1. 4'-8" 7'-8" -4" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN 7 „ co °- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ,; ; . _• �_ REINF. SEE FND. FOR �." ' •r QUANTITY • . #5 X 25" X 25" CORNER ' ' 7 BAR ONE FOR EA. • HORIZ. REBAR, TYP. • U.N.O. •, "*Alternate: • The reinf. bars shall be • •. • - • • •. • • • • cont. around corner by cold bending the bar w/ min. bar lap of 25". FOUNDATION PLAN MONO - ELEV-Bl_ TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" r, M f 1 tc`� 5�39a1��s3i1ldl�l;;p � ••C •"\G� �• (� AAA Z To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 'AAft I03 DW E r- o 00 'tN#O0 Dt:N 00 O JLLWWaJLL a nC wawwM � Lc a Y Z 0Om -o rn °' � z 0 2o 0, a C r- 1p m rn M z ILU ILW 2 E c' o 0 Q O 5 NQMz F Z U ❑❑❑❑ W M � N O O z z o Q� J M � N M O V LL .1.-J .O LU Y f� Q t/1 c o �U') � � 0 c s `D O 8 }o ai c� ) . rn rnM lZ--.Z< win o U- Q E w� oo >m aR o V Fz a0 Z® oa co t— 0 — K� as 00 �° °� 96 O E N 4% ` o ¢o �¢o az wz �w n` Cn C C z OY 2U N m, O OLL z J m Q W U, � Q < °aa z Z° U Jz mw U a0 w >I= o co w a =N 0 .N L > .— 00 � N ca O Q C U CJ) (.0 10 V� ■�. Z O L0 IN M r ai00 m N r. M o Z Z 3 E Q y r 0 r m c a. U -j Q p c JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 6 t )\ Tvn M\ UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 1 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 1 Od x 1 1/2" RT16A 1020 1160 9 - 1 Old x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH.1(18) 1Od x1-1/2 J HTT5 4350 3740 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD56 * 4505 1 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 -- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 1 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SPi 555 535 110 - 10d SPT22 735 8 - 10d SP2 1010 605 112-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT, STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. (A) OR 2 PLY ;ARRIER x CONT LED�ErR ~~ter NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.Q. aREFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-131 SCALE: %4"=1'-0" 10 Q �� c� OW K A •. (Lli ES:�iO 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 E co Q �p pppp CD 'T N N it 9)..�+ C. 0 O m CO J J M N N N LL LL r a 0! M V J # W LlJ g„� u u- a a a �Nm w ai mLL a wa W O > 0 0� .� Y z a U) t 0 Fo- coa>o �00 C0 W'm 0�co m Earn o a 7' IMLILW v@N� QO�= N Q m Z O F J z ° 0 ❑ODD W N O � o m z < o Of r` t/i z o 4-J (� ur o p Q — a)v)O w I- c E N0. o U 0° w m c E r m O 8 °�✓ N a� Qo 410— r~ Q0 w M O z � Lj Q E E z o }m z® ¢Z� oar ~ r6 O E x0 a¢ 0 0° 0 Na d L o ¢o w =3 (� C/3 cr UO m� O 01 z J a ° <z �z Nz N o¢ go 0- 3 E z O ¢ O x CO OI ¢ a OO 3: 0 ON L '> 00 M N J O UO co V� r ■� z O T 2 r j N T E E 00 c N T— _M CV) 0 z E O �; r r m c `a E o U -j co Q p 1 = CDa J JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 7 —I I - - - r'ITit-f i -1-1I -r r- I - - - i I . i A A 3 S m a`> W S 00 N O O J L0 00 1 m rn r L c v v x 00 LO 0 J 2 00 I rn v rn 3 C Q rn N CL N E S O C J y _N LZ: C O 0 U Qi `O V W W i c 0 0 01 tZ D7 O 0 N 0 0 a N M 45 CD 0 Y N v cn 0 0 8F8-1 B/1T 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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS IWWW5 �1 ME C) 8F20-0B/1T 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/iT 8F32 1 B/1 T FORM do GROUT SOLID 'v N Q �W ' J �U O #5 BAR CONT. 8F12-1B/1T 'Y LINTEL DETAIL SCALE = N.T.S. loll im own TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T v Q 00 tNOMINAL. L QUANTITY OF L6 T WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c precas mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR .(1)RETTOP ALTERNATE POWERS MIN. .(1) RAT e CLEAR STEEL LINTEL � e G ___C' M.U. #5 REBAR AT TOP e e MIN. (1) REQ'D ° 1-1/2" CLEAR . H,4 �� a a GROUT D a J Q L r rn e 5 REBAR AT = cn w — a BOTTOM OF m w W O U)(1) o LINTEL CAVITY U uJ 1\ n —BOTTOM O X (J O F- v\ REINFORCING PROVIDED IN LINTEL ¢ 4 CS Z w° ¢ - O 3, D D 5 REBAR AT BC 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) v~i Lo Ira �, ✓° AS INDICATED 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 cementibuos coating. See contractor specifications O 5'-10" LL O O 4'-6" LL 4'-6" LL ( MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4'=1'-0" t J 1 r-3� a C1 {uF- ROW <JS E . CbA %C) � 8 �' . AROFESSEOa ��r%Z` 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. Q 00 p m r-�p .00 t O 4 N 3k # N ,♦ 0 0 0 J J LL C7 (��r N N # CO LL , /V V i» 2 M m� J i k W W M-�� :LLLL0.0- Q W - W C'1La a L W Y 13Z 13 �� W �u a) 0 0: 09 'm 0�`o g ¢ = W Z IL IL �E°'0 O' XogT _J o a- Z N Q cc) U 0 J z ° � ❑ C7 [a C7 W Z N O m z � N o Z J M d N ^N c7 Z o W' � _ (� U w �- � n Ow V) F— Lv E N U °•° w - m E — O col of . S mi Ili' II. II C� o Y m ms 0ci, to sm C) C.0 w CM n o z G � LJL- z ij 0o wz T m a� z® ou H r6 o E N ro o ¢a ao o oo O� az IV It wo Sao rw m:F rp Cn C o z1 N J o �� ¢w �w 3 o g° a mw a Y O MJO O Nr w 5 aF 00 0 �N L '> 00 C N co T 0 .� Z o T 00 f G'M ui N co T o ca Z E O •- I r m a E U � w Q p JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO IT STEEL. I S S THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2 ITEM 3 IN WALLS PERPENDICULAR TO THE PLANE I I A E OF THE DOOR N A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ, FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1, THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 °,% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: /„ 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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 (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +!- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3112" 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 II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE5B : SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16x7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4. 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132E EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER is SHOP DRAWINGS THE ENGINEER of RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF ERECT 4.4.7. DESIGN, FABRICATE AND ERECIN T WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" SHAPES, ANGLES, CHANNELS: ASTM A36136M 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 N E BOLTS BOLTS:GALVANIZED MACHINEASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO '7 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 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 backfilI is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete overp&r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. a a J M i 4 �J •� Li N t , .I C, o" C_ 0� ✓`,t •^ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 4 m E Cq0 p co N � pnco O V pp eee�� N # ik CO C? CDJ J N C N LL LL '� N OD ' V -�Np J _j W W a Lu > CLL a a M Y Zy -0�m Ki W ME°'O' -,0aM TILW.. .2 92 N .' m Coo � Z LL ..@+ N O 6 0 5 2 W O U ❑❑❑❑ M 0 pq� Z N W z z o J M E3 U)V) C W lL cf)0 Y o o Q W c :_ O V I = {t5 e- U W C 0all = I U a 9i u) ¢ a Offil 14 o w Mz zzZ U_ Q E E o oo ? » aR oa (U ro �p XU UO UU _ E O CD � i a i ap Sao a oQ az ww tp Ui C z or m0 z� - a�i J "m ¢ d <<W z to CL LL z m w -0 'az 3 << >° o (sJ Z< a U� Uri �N 0 iN ^L, W ' tv 00 M .-. O C cYi V C V V, . • z T C) r' O T E 00 c N r M M 0 z = E O �; ,- r c cc a U Q p = JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. SIN 0 3 m �v -v r\ N 0 J M Ib I rn i m r\ N 0 J 0 LO 0 I rn i 3 a rn N 0 a E 1.2 2 v 9 ra LZ 0 U E 0 U h O i U 9 i 0 81 J LT_ rn 0 0 ry v 0 16 3- rn 0 a Y o m 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE cy uJ 15/32" CDX co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ZO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + -0" (TYP.) 6' 0" + + + 6' 0" + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++ +++ Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood anels or 2 x P 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap / ,2 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker " lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0"0. 10 a - STUB -OUT FOR 1 r_Orr o GAS METER 0 o 'n � U 0 F (V 0 • MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*'* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-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'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Q'/ Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION" INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D(KNOCKOUT EXEMPTS) (see table below) D 10 (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM w cc a STD. 90° CONT. #5 CONHOOKT. #5 BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTER►OR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2 min. Small 2" } gap max. 4 max. A Q � Clinch nails when possible Tight fit a (1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* kt FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6r, A 1%" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1 1'-T' 1'-11" 2'4" 2•_9' 3'-2" 3'4" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (tt) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7' 2'-5" 3'-2" 3'-10" 4'_9.' 5'_7.. 6,-4'. 7'_2" 20 i'-0'° 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-91" T-11" 8'-11" ------------------------------ 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5'" 3'-T' 4'-9" 5'-10" T-2'" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. SIMPS( w/(22)' NAILS 1 5/81 THRU BOLT SIMPS( w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jo Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 77 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR ^• ..d .. . e FOUNDATION INFO 4 d' STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �� LOCATION OF SECOND H10A ` �, (WHEN SIMPSON H10A . REQUIRED) w/(18)10dx11/2 NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE C d 44. �. 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 d a c d I. ° ea G C 4 rT � r T T a SEE FND. PLN. SIZE & REINF. Lo ® Q ISO E� t� " �� O W1I u V LU 4 U W U X _� i i C's J 11101 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a v 1100 E c I co v $ O "IN N 5 O p O CD J CMC-- N W LL LL 4 : o LL a wa AWN u- H a M W N > mJ_ ° a 13 11 10,Z ' W. � � o ❑ i W 2 lV m m m or-� � ¢ O Z IL W 2 Earn R ❑ a �_ m N o Q O ❑ 'IT CN Z U I � �U ❑❑❑❑ W co z N O o z o IF co t!1 z = CDo Q) T .0 C/i Y u., o o Q — N C o N � 2 U CD m 0 8-815 LU ` s = -F; 0 Ilk n C o o i14 m o CID w co o z io K Q E O u oz ?® o , ou x� 5- U �° p 0 ¢ CD E N¢o L 4 ¢ ww o y U -S m 0 o Z �T !n J < az z z Z � Q 3 . oa go aw U <0 �� = CD>0 �� CDa d zla �U 3 0 GN W 00 N oo . co O o m � WAl V � � .� z r LO T i N � M r Z N _ co o Z Z O i6 (n r c c 0. U � Q cc JOB NO : 19-8535 SCALE : AS NOTED SHEET NO. SN 1 m r a� 00 N 0 J L0 LO 00 rn i 1 m o- x N 0 J M 00 00 i L i 3 a N d to O C J In W LZ 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 5/8"OR 1/2" HIGH STRENGTH ---� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ ° u ° GARAGE SLAB AT STEP SCALE: 3/4"=V-0" (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0' 0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. D1 4- OR 5/8"x10' WEDGE ANCHOR @ 24" ° A.F.F. O.C.) 2"- 0 31/2" MIN. 4 ° ELEV. -0'-31/2" Z a O ° A.F.F. O b �. ° U ° a ° ° N (31!/2"(�min��)J"I L ° _ —1 I I —III III=1 I I ,�r �r ,1r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w! 10 10d NAILS IF NOTED, THIS REFERS T( } STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 ---6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 31/2"MIN. • I _.III=III, ' � 1 /2"(min.)- 4" b / ° 11=1IWIII='31 /2"(min.)- 4„ -I=1II=J- _ ° — I--LII=F111- I1 11�=I 11- 31/2"(min.) - I' -11 � I I I I —I I �I I I I I I I=1 I 'Ir 4 1=„II {III -.II (2) #5 CONT. 4;, 1;4;,'—"' 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0° S3 PGS �0�O5�G J���l 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M����o s CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 6" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 8"x8"X1 INSULATION PER BLOCKCONT. -OU 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELLU/ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 24" O.C. VERT. OR 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SIMPSON SP1 2X PT PLATE #5 REINFORCING J *S 10 10d NAILS _ SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM ( ) <„ WEEP SCREED INSTALLED BAR END OF 2 x PLATE 2x P.T. PLATE W ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W ° FINISH _ _ ° ° ° GRADE 40 MIN. Fy= 40ksi � _ ° 1x2 PT WD FURRING @ 24 O.C. GRADE r ° z #3 & #4 LAP SPLICE 1� D cO 2 [GRADE 60 MIN. Fy= 60ksi] CL -) I I —I I LLI > . (1) #5 VERT. IN FILL z �, — ° °. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a 1=1 I I=� 1=I 11 1/2 GYPSUM WALLBOARD MONO OR STEMWALL ° g i 1= — ; • ( FOOTING MONO SHOWN t, —�� 1= I - ' Il l l l I 111 f CELLS SEE ° W � ° U.N.O. 1> ', oo W - FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ 6 MIL VAPOR BARRIER I ; ° IE 1= I I— - R 1 7/8"I— = M. �I=� #5 REINFORCING BAR H—' I I I1=1 FOR LOCATIONS) D P ° D 1=III=III=III=III=III=1 � � z '- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cn PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT -I I �I I —I I �I °° ° ° °' I —I 1 �I I �I I - ° FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR �I 11=1 11.1 LESS. I� I III I I '' - ° I- I 1 REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ' �I 1=11 III —I ° "I=III=1 I111=I I —I 11=I I �I I �I 11=I 11=1 I r TRUSS @ 24" O.C. U.N.O. —1 I III —I I JJ 111=1I I I1-1 I r 12 HURRICANE ANCHOR @ EACH-11-1111=11 I —I 11=111= 1 I- I''' r l l _I I I=III I I ZTP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g�� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7116"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" 0 C 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH r ° p. c °. u1_,T... T r III III—III=III—' ,- 1x4 P.T. BASE NAILER ° ° = = = =III=III- z ° _ �— T — 1- 4"x4"INSPECTION ° pD ° o _ _ _ _(— TTL_T #5 LAP SPLICE (2) #5 CONT.. -I I=111 , ,LEI�1111 I=III—III—III—III=1I1=11 I —II _ 31/4" BASEBOARD PORT AT EACH NOTE: g I I — —III—III=III—III- N COMP. SOIL. (COMPACTED TO ° a *FOR BEARING WALL I= I I— 1=I I I=III=I I I—i '- — FILLED CELL TYPICAL _ _ _ _ _ _ _ — 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ —_ I co AT GARAGE CONTRACTOR I � 1=1 � 1=1 � I=I 11=1 I I=1 11=111=I 1 I=I 1 I=III=1 I I=I I I=I 1 I=1 I I=I � I I I D1557) 1rr—rr�T-I-t— Trr MIN PSI MAY VARY PER cn -III-III—I 1=I 1—I 1 I=III=1 1—I 1—III=III=I =I —I I=I I-1 4" V-4" MUNICIPALITY. TO CUT BLOCK OR POUR —lii—III-III- ICI III III Ii� CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" DECO GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" CJ'3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 1 100 6x6W1.4xW1.4 M 6 MIL VAPOR ° — — 00 31/2" WWF OR FIBERMESH BARRIER D; D 9 I— — z r min.) 4"---,a a a • • N _ C COMP. SOIL. 1_ ° 00 _ijLFI I — (COMPACTED TO 95% —11 I�r — MODIFIED PROCTOR TTHT�I�1 � 1= 11= I ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. '4 ( I V-4" (1 STORY) STD 90 HOOK (SEE v GRADE ftI11 III III III I' (1) #5 REBAR w/ OPT. I r-SCREEN ENCLOSURE ON 3 CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION KA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" Ill3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS `t z M •''I1 ''III ,: �II11 'A - �y. 1—�1 I 'II 11— SEE A/S3 OR J/S6 _I I — � 11��_ „i T FOR REINF. INFO. 3" MIN, CLEARANCE f (1 STOR ) / 1 -8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS Ki - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M N d -•: r w M `.• ' •'' d. I 60 4, I� T �I11II •�.r�,�. �T � I •� I11 SEE A/S3 OR J/S6 1� FOR REINF. INFO. 3"'MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT a • ' INTERIOR v ' 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 =fop j=1 co 6 MIL VAPOR��— BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0"Qs'l 10" f #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w! (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR • x CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN oc (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO (TYP')CHAIRSI 8„ 1 V-4" 1 8" I TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) � r WWF OR FIBERMESH 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � - �* � 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION —1 W o w ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS �., FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) WWF OR FIBERMESH ' BRICK PAVERS or SLAB PER a „ COMMUNITY SPECS - r e e� y�eeee�� SLAB STEP & RECESS S.G.D. rm_,� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� d CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) oo GRADE— — 4 LL' I I I —III z ,,, o I —III —I =1 I —III —III —III w o w c'Ln I�I=1�1 1�=III=1�1 z 00 illl=l _ _ _ = co 1=1 11=1 11=1 I=I I I— FLLj OOTING III III —III —III —III —III III —III —III_ v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 G� M _ OWN/ .J •�rY To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) 4 00 8 E92 N �p co" O0 m n N # , J J Cl) 0) J W W 0 a W L6 � r W a s o @�o mM_j W LLWmor'c° Z 2 Ern N 0 ¢ o 5 _ a N a V N J d 6 ❑❑❑❑ W C, z N o 0 0 o M Q) lL Gn Y (6 w g- o Q .0 II N w c E 2 o (10� wir— U f° w� 2 E p9•..., s = A o ®� sm ti o w Mz o z < J L.L E Q z wo wo >m ¢R z® O E U I••-- � _ Q= X O oCo � 0 0U ❑ o E 2 ~ o a N @ i ao ao ro C <z Y U mE O O z J ¢°• <z �z v� o< z go 2 U <� a LW �k o aLL ¢a_ ,0 CD it D5 ;o a x O ~ U' �N 0 > d' L 00 c N .-. co J O c z T o LO T L j N T 00 a) >1 M r o Z f0 Z 7 E O fn r corl- N C a U J Q Q J JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TOEEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER lij4" PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE ijz 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d a a °a d a a o a d 8" STD.90'HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 10 J Q T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK tiUALL: N. I .5. a d a a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T4/ S4� ��tk 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP, O� SIMPSON HTT4 TYP. Op 9R U.N.O. SEE N/S4 FNzN(; ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P,T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d , d 12 (TYP.) SEE ELEV. SIMLS)ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /"�� ( S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W U 2x TOP PLATE T 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED \ �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL Q SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 E BEARING WOOD FRAME WALL j ,4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w! (18)10d NAILS (3610# SPF) HTT5 w/ (26)10d NAILS (4670#SPF) 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 21l2"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) ° o ° • ° o • o ° • ° o ° • _ • • HDU11-SDS2.5 w/ (30)1l4" x 21/2"SDS (6865#SPF) • 5!8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 0 • 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 wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 N ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. G� SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED \ �10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL Q SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 E BEARING WOOD FRAME WALL j ,4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) HTT4 w! (18)10d NAILS (3610# SPF) HTT5 w/ (26)10d NAILS (4670#SPF) 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 21l2"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) ° o ° • ° o • o ° • ° o ° • _ • • HDU11-SDS2.5 w/ (30)1l4" x 21/2"SDS (6865#SPF) • 5!8" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED 0 • 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 wl WASHER &NUT HTT / HDU TENSION TIE N SCALE: NTS S4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 1 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 11 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 N ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 wl (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. G� 0 i z' . *•••� • v�� 14,10 LU '.•s .: otSPts.i,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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer s signature and seal. W I- Wg O V oo5 CW r,00 N # # 0 Oo O'M M N N �� -1 J _j i LL u 0 ""Mop N �LLN� U a a Q C1103 NVIMI ai rn LL .i W �WM a a- W o z y Z it -o rn°' C CV `- $�O�Q� m m O E M W W co or•m 2E°'6' D _jo°-2 co zNQ0< U O— Z J ❑❑❑❑ W Cr) M z N o M N tt o 4 N _ M z U o XN C/J Y W o o a cn -N W c o N _o U 0° w �— i E o g 6� 00 = C Q a o ®Q sm o J w M 1 o z z U_ g E o zo oo » <� Z oa FCU O E R� o< az Qo -W aZ ?m C _ � z Or U C)(!) ZLL H zz oa Z ao y F o o' <a r3 _� nj �o 2 zla < 8 �N 0 >� L W '> 00 � N co o (DAl m Z o L0 T LO M �--- E 00 N co Z W z E O y T co a E U � Q p c JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. 04 k SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. TOP CHORD @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER BLOCKING FOR : •x 14N SHEATHING DETAIL FIRST FOUR BACKNAIL w/ (2)16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF ± r24"MAX, TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ ;4;5' H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGESOF 2x4 CRO BRACE @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT TO "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2 E T 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND LEAST OF MAX. & (2)10d TOE NAILS @ AT LEAST OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING — — --� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6' 0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 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 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"X2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J iv N SEE STRUCTURAL ON SHEET S5 FOR co co NOTES AND NAILING X-BRACING, AND TOP f N SCHEDULE FOR CHORD BLOCKING °° SHEATHING DETAIL INFORMATION CO 171,2 1/ 2"x4" CROSS BRACE WOOD TRUSSES CD ;° Co APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" Q.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS�j ATTACHED W/ 2 -16d iJl �I �' IJI 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207� L 4, = 1/2) OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER ERR SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL 77 BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C x SIMPSON HGA10KTw/(4)1/4"xl 1/2" -� EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2X4 "T" ON TOP OF PANELS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ _ NON — LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D) - SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION 9 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 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT '- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. 'SEE EMM/S5 CROSS BRACING DETAIL J ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS ✓� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 e ° �II a ° � . �II �° ` II°e° ° ° .Ilm \� . li � a II ° ° � li � ° � •II � a °, °II ° °° 11.�° �° II°° a °� II� °�a �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" 0/C (TYP) \-BRACING W/ (3)10d x 3" AT EACH CONN. @ 24" O/C SIMPSON HGAM10KTA W/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓,9 W Cif CORNERJACK 0 Y o. Q w z OO HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/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 BRACE SEE DET. J/S5 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L mg NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION a a � c� 1411, -SE-�'R �� Q., F �...... ,. • " OO E S CJ E Q� §N td�tf f 4I 11100" To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 1111 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 a 98 E OD 8 Nie p 0 0 O 0 J J MNn co: c LL LLL 2 CS W MLLLLoa "' M N a f/1 W > LU j P'LL 33 a a Y Z 1133 -cc: CD o R Lu @ 2 N W. 0. OJ a W 3"*' L 2 E T rn Q 0 m aoCO 5= N Q a> Z 0 H J �U Z ❑❑❑❑ W CD 7c_ N O z J M d O ^N^' m o 1W1 _ � —J • V Ci7 Y LU O a Q V) w c E N � 2 (V WINLU r— c) m m `— ` E o g 3 i _ c o �0 Q o w M w¢ Q LLCUCl) E o<z'L li o 2 UWOca O O Q2 Wz IN � �aE z m �a1Qz 00< gWZ <Wm�O a yz ;0 cfl zl¢ a �N 0 .N ^L' W 00 � N t0 0 C U CD � ^Q �• /� 1 m 2 V, .TVA Z O N �,,O r r i. 00 L0 r M E CM z c E O r = ac0 0 ¢ of0 0) JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. S5 i rn c a> S 00 0 J 00 I s m x 00 0 0 J M LO 00 l ;v i 0 3 a O a N E 0 C C Jy N ti l-2 M 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL MAX. � UNACCEPTABLE INSTALLTION 8 � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS FURRING #5 REBAR ` (TYP,) ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" 2Xg ` ' BLOCK@ SPACING �� 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH rr 1x8 w/ 2 ROWS 8d NALS 1-1 /2 DETAIL () 3 �� DETAIL STD. ^ STD. 90 ` �� 90° HOOK (TYP.) @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) NAILS 10 R WEl3 NAILS 10d @TRUSS VERT. TAPCON @ 16° 1 DOOR JAMB (REFER 1x4 P.T. TO PRODUCT 701L L METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. TO PRODUCTELI APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" I BOTTOM OF BAND D JOIST TYPICAL TO PRODUCT x 3-1/Z" TAPCON @ 16" APPROVAL FOR CONN. J (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 FURRING — TAPCON 16" O.C. & @ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ +2 ' - NOTC @ FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 ill" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 ` INTO BAND JOIST & (4)114"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5n NOTCH WEB AT THE FIRST 2 COURSES ` 71 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL FOUNDATIONPER PLAN v 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 ES EMBEDMENT INTO BLK.) 1/4" MAX �. SOLID W/GROUT m 2 -0' 8 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS .y BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" 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. '• : '•.; %�::.: (NOTCH) SCRIBE NOTCH BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN •' CONNECT W/ 8d NAILS BRACE/ BLKG. .'�: .;. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO T-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'h° WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ OVF TO TRUSS TOP CHORD RygN .J MIN. 4" EMBEDMENT AT 16" O.C. �FN 11 -05F-Orr 11�J SCALE: N.T.S. SS + OTH PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + +12 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. B_B ROOF SHEATHING ATTACHED + REQUIRED > D D „ EMBEDMENT INTO K.) "1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° D D #5 BAR BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH 2.0„ 8„ (5)12d NAILS SIMPSON + + D ° CENTERED W/ p 9 1� D D Q ° BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . s . D ° °� IN TOP b 1 X 4 FURRING 8d NAILS EACH TRUSS , KNOCKOUT / N - � F _ { Q CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s� s CONNECTOR �� - +. — MONO FOOTING x (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL = AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF S TRUSS COMPANY OR 2x4 CLEAN FILL D ° ° D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT 6 Z TO BE INSTALLED oe BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o ° . , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN D 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y WOOD FOR OVER HANG FILLED CELL 8d NAILS START OF ARC (MAX. 4'-0") - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" e INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �. n• V �. �. O O c n• ar 0 �. p. Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS Aga. ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & (1) - NAILHTT4 U S & (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 L #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" a zz IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6,-0„ EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F 3" MIN. EDGE DISTANCE `. g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP L- 'L NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 U A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w a REINFORCING AS FOLLOWS: SEALANT 11 116 = I MTPLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D ° �I I �I I k �" P- #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN, LAP SPLICE W/ I I FT D D II U � � EXISTING FOOTING 2 #5x6 IN CONC. * WITH UPPER HALF F MORTAR B TROWEL COVER PANEL REINFORCING U 0 0 BED AND OWE 0 REINFORCING PANEL �I � a = cn LO FILLED E L I CELL SMOOTH. DO NO FURROW. D _ I I N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D. D I; 11F SET BAR IN EPDXY u FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN, LAP p g G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° o �• REMAIN FREE OF MORTAR. NOTE: ``' z_ \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • D ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \_a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. or COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 2_ , 0 a � 0 w p V 'YOFESS\O� {�rlli!lI1911� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W Q E 0 � pip N to # N 0 0 Of 00 NN m J J W U_ u- 0 H a) C0 C6 fit; Z2 w a a a MIW �mLL a ado 0 <nY ro m o D -, mWo°Z m J � b WCEN IL , F. �w a t NQroZ U W° (3❑❑❑❑ NILML M � Z N O z N o � z Q — J M d N N n, M U o W _ � Cn W (� w o �U 0 N 12 w F— C a � o U m w � o g = D W M co z o zz Q J E y z j W° z m <k OL E Z 0 a E O¢ 2 O, O N Qz o ¢❑ z Wz i ra c O - o .2 m� F 0 01 C,O J 7 <z n o< ZZ go N 3 R� a Lz W F 0j o CD w� 10za >° o3 °N ^L' W '> m 00 c N /1 co J O �C C o CD F— 3 .T� O Liz T r �L. j N T M E 4 N _ M Z m Z E O v; r ,— d U J Q Q J JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. SS m a`> c a> N 0 J co I rn m 4 � v co 0 LO J LO ca I rn i 0 3 a N a E m CD 0 P CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) 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. 4r, 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. D6 ­,�" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS YY( L- 1 V4 `W Ll-lV I I 1 1 �VVV Y Y i.-lJ 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH �3 iff PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP, ----LWOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. Y A TRUSS (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS@ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 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 (2) SIMPSON HETA20 w! 8 10d EXTERIOR SHEATHING () ATTACHED PER NAILING TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULETj I2x SPF #2 -K WALL SIMPSON MSTAM36 w/ (7) 10d USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 1 Od COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL (@ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI VFO SEE FLOOR PLAN F COLUMN SIZE & BA CONNECTION INFO TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULDE/PLANON M OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT � SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED 00 SEE FOUNDATION 1111101 PLAN FOR MORE INFO SCALE: 3/4"=V-0" COMMON BM. ATTACHMENT 18 SCALE:NTS SEE PLAN L. FOR CANT. —7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C BM. SPLICE OVER �� CENTER OF POST MIDDLE 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 IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)1Od 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 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS L OIL VARIES 2x STUDS @ 16" O.C. — ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS THING SHEATHING ATTACHE ACHED STUD) VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 wJ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS@ (14) 1Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx I STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a°. HETA16 w/ (9) 1Od x 1 1/2" NAILS @ TT FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM H . BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. k W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION a@ FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYr8_'N�CONNECTIONK"22 SECTION AT HIP GABLE SECTION @ BUMP OUT 12 39 SCALE: NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS a r� c �A`0111!!{lllf0l/ // - j FLO.'> ..�`� 0 F � 3 S� O'tk� 111111I 1111 W, To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. Q � O No V� N ik 8 O O .- N# LL ®91 H .�..M��'np - it W W LL LL LL a a 14 0iZ (,7 6 m W rn d' ��'u as =0 CN 13 � � 0�°Q� m O Q 2o 2 E°. 0 2 Z _j N ¢ O _ N Q M Z WLLW U H °() ❑000 _ M o co co N O z J oE3 N _ (D(U) _ L T V CJ? y W n C' O to w E rn [.0 � O 8 s 2 ®® AK A coco r` W M w2 g z Z a � CL zffi 00 >m < � Ev wz Q=o. Z® N t� U XU �a 00 �U o< O N %z o ¢ wz ww L o Y m 0 o 0, J ° z to v � ¢ oa go Q Qo a �w �� CD F (O o� a o� r_N 0 .y >� L W •' m � 00 N c� r ~ W 00 c d' VJ ■� T Z O L0 r ,jam LO M r 00 N z z E (D r C r cc _ E 0 '0 ca Q p a) J JOB NO: 19-8535 SCALE: AS NOTED SHEET NO. D 1 gD DO NO' BOTTO FI mini SELF -ADHERED FLASHING HALF ROUND WINDOW I L Ql IIIVV FL Q[l11VV SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 1'4" PER PLAN 1'-0" PER PLAN 4"OR8"CMU - (PER SEAT DEPTH) ° FILL WITH GROUT d ° d ° d n SLOPED MUD BED ° n d VINYL SHOWER PAN ° 4 d , SLOPE d 'I a a � a a a SHOWER SEAT L SECTION -A (SEE DETAIL 4SHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF-ADHEF 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Q w m Q Z g g LU d PLASTER STOP = W CONTINUOUS BACKER Lu ROD & SEALANT W Lu 2 � Q Cr Lu � ° A 2 8 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 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 r� THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. \-- DRIP SCREED PLASTI ACCESSORY me a SOFFIT/CANTILEVER 1 O SELF -ADHERED FLASHING INSIDE CORNER -7 Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) -Q o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH 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 G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary pp'pp.❖.; !a. age ;r•; •: •::,I y� 4.' _ 7 1 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster �- in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 /- Building Paper _---7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain . Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all r rD r� rn 0 N 0 N 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 ,. V O U 0� N r 'o N e� � = O O O ✓T cl) N N = qk cp 00 In N LL LL C �Ma LL _1 * Lu W LL LL a s 41 M iy W O a tl d = Y ow mmo W Imo = NIL - mor­'r mM 2 a Z Z LL 0)2 E� rn _«o r- N Q M Z X o g X rn x C Z Z ° U 0000 W z N S z " J M o M N z o N _0 4--J w - U � O to ` c E o � � V M w MI O $ I _® = -jas m �� o Co J W co co z ¢ o z zQ J L Q E � z o �� wE ,m Z® on - C O o Xo � s ap wo noo o O� z cli N L ¢o �Z v Y �m n0 Z � aw Zz N oa ao W ao oLL �3 O >0 CO w zl¢ a x =N 0 .N > cj- ^L' W '> cu 00 co CV coJ O o O A, m � W O r M. 0) r _ T Z r- o LO r .L j N M r CN _ Z Z E r a 0 � ¢ o JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. W P cn .�-. U O N O O � (� M to � 's= = O LL .� 0 Co 0 Co CL L �-l/� .� VJ Q .-. Il�a�ntlrwg Fra�kIt T.�.... W T back Cron Support (May be cut to W) � U) � �f��hQf �I� � 0 Right MaCket { 16 QlUge� O tfit3► L 7{�i%25Iv. > Q D O Q s_ V #145elf-ImIlleu i S �fA O C U"t Octmml Edge Hur cam. Slap ('Vpl�h 3 In Front Front r Stapp I ■ ■ Self- kkn Dots (May � clut Q 0- Left er c t i sue #1450-�011Ir SKr' ThruBra � � I- SackCross Support into A/C Unit 8 m Side Rypit�. � �,al�i� sick for hurricane use) O L w 1q "y i g` Q � nst�lutwill wailu tscrSCS[4k w r vrath e�t i-iumtxft4 Ail .R{"+uGE'.. � Z J Z J SHEET NO. PA 1.0 .T A3 FL17244 R2 ESR-3455 A23 FL10446 R5 ESR-2606 HD210-2 FL17232 R6 ESR-3445 HU210-2 FL10856 R5 ESR-2549 HD212-2 FL17232 Rfi ESR-3445 HU212-2 FL10856 R5 ESR-2549 HD216 FL17232 R6 ESR-3445 HU216 FL10856 R5 ESR-2549 HD216-3 FL17232 Rfi ESR-3445 HU216-3 FL10856 R5 ESR-2549 HD26 FL17232 R6 ESR-3445 HU26 FL10856 R5 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) October 11, 201 As required by Florida Statute 553.842 and Florida Administrative Code 9B-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-IMPACn FL2D4g1,1 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star {NON -IMPACT) FL20461.8 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.0/-87.D psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120461.14 +67.0l-87.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/E7.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W8 (8X7) FL15279.85 +38.0l-42.0 psf Clopay Building Products Residential WindCode Doors WB (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,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 5784 FL15353.2 N/A PGT Series 5500 FL261.1 WA 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 Underlayment 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 FL7649.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7649.16 - FL7649.20 N/A F. METAL ROOF Gulf Coast Supply &Manufacturing, LLC 0.032"Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steer Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. 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. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg,, 1 of 121212016 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga3 of 12112J2016 Florida Deparirtrent of Business & Professional Regulation Budding Codes and Standards Product Approval Application Dafall Page I Of I Wools Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval on l Application DOW[ Peg. I a 1 Missile� ..0 C0 W �� �✓ (� > }a � L L CL O Clio TO /�� 1/ �1 1 �/� �•/ aT0 cn � � `v CU U Q, O O LL �t � ♦ V O — 4— 'ry CU O �J (D ♦ /rW1 W V J w O i�CL { J J Gy�es�t CIO � � 4� }a (I' - Air C V > O Q I:gdf. FAgjy of PA& 2sk Date Pendlna Q&tt Twit Wrslon Manu/eeturcr 4.g01t£f Enolnear S.Lltense yatltlated By Validated Submitted FliCAoortval A—rool BteWe RevhlOn 2017 Thermal Corporation Pock Wdgt Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10/15/2017 07/12ill 10/182017 12/122017 Approved Category: I)dedor Doors (419) 298-1740 PE43409 (813) 767-6565 Subcategory: Svill Dderim Door Assemblies nckw4o"Idgeonsullants. Comptiance Method: (valuation Report from a cam Florida Registered Architect or a Licensed Florida Prol'esslmhall Engineer _Prodi', Daaity Assurance Approved for Use Aaproved for Uae Impart Deal0 Sabi Product Model. Number or Name Product Dendwon Cotmet Expiration Date In HVHZ Outside HVHZ Rgaid 1, Ill 1 a. Thema-Tru Flber-Classic aril Smooth -Star Nominal 681 fi quol;N—Impad&qual Opaque 12W2020 No Yes No WA Composite Edge Fiberglass Single Door (Insvmg/0udswmg; X configuration) 6 f. Thenn&Tru Dar -Class c e smooth -Star Nominal 9,0 &quot;Non-Impact quota Opaque i2/31=n es No A 22A Entity or 2j(at 2& Date Pendlna 111a �g4 Version Manuhcturer ,�p�(`gL Enalneer B La— Velldeted By Vandal submitted FEW Approver Aooroved Status Revision 2017 Thenna-7ru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, RE. 12(132017 12/13J2017 12/2112017 02/13/2018 Approved Category: Eidedor Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Seftging Exterior Dow Assemblies rickwarobldgeonsuitats. Compliance Method: Evaluation Report from a cam Florida Registered Architect or a Licensed Florida Professional Engineer Duality Assurance Approved for Use AboevedfoLUse Impact .Deslan Seo ant Product Model. Number or Name Product Cenral Contract Expiration Date )Q,tl,�j outside HVHZ B&WI Praseun 1 a. ThermaTru Fiber -Classic and Smooth-Sla Nominal 68418qualpor-ImpacMeiia ; Opaque 121312021 No Yes No WA Composite Edge Fiberglass $llgie Door (InswirglOutswirg; X cormgural 2wh soft or no mL �'� 20 im cowAct E'nak� A-U� tea= MOM 30bmvjodS&AMoostoADWOodSM Havhbn 2017 TASMO.TM CWP"okn Rick Wildest Ii" IACOSdkgn& Ryan Lrotas, P.E. 172W2017 00212017 12r2=17 Appealed Cassigi ExWlor loon (419) 2WI740 shrreer "N IasWft (813) 767-0865 SubCmbWq: Swkgkg ExW W DoaAapmbllae ddlwerw6Mpcahub■ia. Co■rOkl Meow* CaNkelbn Mir or Lbft both Quaft Assurance Aoarowd for Ulan Ammoved for blood Meow InHill fjmmwo 1 a. � and &quakamtlt rwk by de rM ale Opaque and OlsLed FMM)m Door with12/31=1 No Yale No WA TMmu-Tm&quot and Without SkMan. Invading OW Oubmi g i� E�J� m$ mL DM.PPMNRM 20 I= varillonjossollosel Enukmw&LhmnmVhldmd ~IWI~F9C AowwM Asionplised)W6a RWisbn 2017 1Tarmal corporation Rick V*%M NW"Axocftbon& Ryan J. lag, P.E. r12/!0/N17 092W2017 12J2=17 Approved Cahgsry: Ex A rpoors (410) 298-1740 Manapetnent Institute (013)767.00 Subcategory: Stvingsq ExWior DoorAsmwWm ddMn eaten tL Coapesam ll -, CwUkW a Mork m UJIag cam Amw&edfor Lim know aim aw NomWorMem P(OdLet COWndw Conhad EDbzftn Date In hoom ! a, &gwkSrrrooM4§or&gtwt and &quok ranchmaOpaque ark by SM nt W Opaqand 0W=d Fbwgku Dow won 1A 2131=21 No Yp No N Tlmrma-Tm&quat and wWwA SkMM. b selling aW OuWvkg Compost&Edge Fiberglass Single Doan pnsvin swiss X conmguration 6 f. Thenma-Tru Flber-Classic and Smooth -Star Nominal S8N39;0 &quotllon-Impact&goof Opaque 12/312021 No Yes No WA Composite Edge Fiberglass Steele DOor onsvinpl0u15wirg; X eon0gura0on ) 9 I. Therml Fber-Classlc end Smooth -Star Nominal 68JF39'8 &quot7Jon-Impact8quot; Glazed 12/31/2020 No Yes No WAinal Composite Edge Fiberglass Single Do« n9 (Ins.Mngrexdswli� X dMfiguretion) 9 I. Them10-TN Flow-Clesslc end Smooth -Star Composite ibergl&qJOtJ s Single Dop101; Glazed 12Id1202i No Yes No WA Composlle Edge F; X cones Single Door to Edge Inswln Will ; X caMl uradon 74 n. Thermo-Trk Fiber -Classic and BmoMlfStar Nominal B&NJS:O &quot;Non-Impast8quvl; Glazed 12/312020 No Yes WA DomposaaEdge.Flberglass Single Door navel X configuration) e e o uo on- o ;.. Composda Edge Fiberglass Steele Door (lnswmglodisA/nI: X configuration) 910utawklg; Florida Deperbiant of Business & Professional Regulation pag4 i or 1 Florida DeparDnant of Business & Professional Regulation Pap + d I Florida Department of Business & Professional Regulation Page 1 m i Florida DepaMxnt of Business & Professional Regulation Pees, a 1 Building Codes and Standards +althea Balding Codes and Standards Im mie Building Codes and Standards tMAI Building Codes and Standards Iffil Product Approval Appikatbn DOWI Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail tmL PaIMCE 20 )Bat 29LEmdlom ere B LfLl4E4 tattle sloOr pr grip mM 21ka mm mL E LbE>ItcBd tale 9wh a 25 go RdLbR Eg 20 tar Petit swoLE )ire gate 2M EEMM Wse meat lbk M WadvAOL Sa90eea IMINKiLY moodK t riEdeeW Ift" iMAmserpral lmmsq WDa mrpp Vandals IYpradloe tm m INWEL 610M xwmmm.Lt YtIdMW EYtlMtlhd FOCAnomatl Abigail Ewa mme Ysolm Yinaosigag radio anwat AML Yr1dMEM Xdl EaIuLW PWAsmal Ammrled elide mme Y&MMn mmuh9m Sam MEMtEAIMM mmmmu ®t x E ErmEsed FWAom d Ammng Lma Review 2017 MI VYOWowa and Dome BMd SMtger Luis RMtarb Loan atawn M. 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Thompson, Inc. dba Tharpoon Amhftd" Metale company (TANGO) Cabgoy: Roofing SrbOoMM:Roob AcommorWffigom r 1 Pert dtlM klbpra RaOfkp System goota SBmW EammuLLLeMI ymmom ffi Tony Christman Zachary R Priot Lode Bourdon (613)248.T458 PE-14021 (334)300.1800 krlylligorrou oar9.oun ma goes Mfri'IYd ammOd 11V102017 11011101417 gokfm l a gals FMADDNNW AMUFW4d 10M72017 12M22017 ERma Approod gaen MJM version ReVielm 2017 allmlialux Florida LWW Products Inc, Category: Roding SubCategay:Roohp Aaceperkaartanan Imepral Patd6r Roolk System l%enlPNanp MMlfod: Evaluation Raped tans adkx corm ADIMRWJ &W= vdwdw By Clork JOnm .Lora L Buckul P.Ers Michael John Roer, (9114)783MM CWCK Engineering P.E. dadofm w.00m PE-31242 (661)N4766T gals gals 2lkEmla YalE aAWM FNAMEMN 10252017 tOISM7 10272017 gols Amlmlmd 12M22017 Want Approved Revi i- 2017 Lomenco, Inc Category: Raating Subcategory: Roofing Accessories that are an Integral Pert of the Roofing system Evect era l-nseddna FloridaRe Registered Rd Realsleretl Architect era Llttnsad Flodtla Praessianal Engineer Andrvn Caner James L. Buckner, P.E. Steven M. Udch, PE (501) 982-6511 PE-31242 (717) 317-8454 ..0,01—anwxom 04/092018 12/1812017 0052016 06/122018 Appr—d 99& Mae Ymlsn PIWWan 2017 INm■okw BMW Rooting l M*nNdJ M Caum: PAO" aCWMWShmory lmdon fro++a Product EwWtlert Entity Foil = mated Eoohmr3LMat Vd M@bd By Thomm JeprNN IAPMO Uetorm Evaluation Gary W. VAOM MM 2W2286 Savbp I.I.C. GL06185"Mo save I.00 In gal 211& Yalldw ammand 101182017 100062017 gols.BAUME gols FDO Amproyal Approved 101212017 Was Approved ■ � l.oepterrco Iletlfenk Evaluation PAW *am a Florida RepktteM Anc hb ct or a Licensed Film '' `-,� Plonks ReOtslered AmhldotoraLtorred Florke Prou"knal Entilmor _ Pmbpbw Engineer EldGildlT•a3 Pr°d"cts -. .. _ Quality Assurance _: -.-. Amravedfar Use Aeor -= �._ . vad for Use Inered Deslon B l.Plodadl mg Aaararad ewe Bp WAN DIMM Sao # Rode t Madd Namber or Name Product Wa talon Camratt E 1'al on Offie In KVHZ OW Ida XVXZResistantPressure ama gl 0a Amd'chad.m±les Apmovad far Use king golden tea! 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Number or Name Product Descriul loe Contract Ftlon Date In MVHZ Outside HVHZ Rositsianit Pressure bell EMO EM61&202doft SAS in Hum 9111111111111111LIM Hrfid E� I 0.032&quct; Aluminum 5V Crimp Mn 0.032&quot; 5 V Crimp Aluminum Root Panel D4/122024 No Yes N/A +NAA/ i away Paced a Commercial Connate Pmclurh Pneaat and ProWsasd Concrete LAMW 05/2602124 No Ya WA WA over 15732&qua; Plywood -7 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qua; Aluminum Gulf Lok 16&quot: Wide 04/122024 No Yes N/A -NIA/ -- & o PI ed-1160PSF 3 4 5 1&quot 249a. Gulf Snap 1&quo, 24ga. Va-Loc 1&quo; VersaLce .032&quo; Aluminum Roof Panel over 15/32 qu , ywo 1&quot: Gulf Snap 24 Ga. 17&quo; wide Roof Panel over 15J32&quo; Plywood 1&quot: VersaLec 249a 16.5&qua; Wide Roo Panel over 15132&quo; Plywood 1&quot: VerseLpc min .032&quo; Aluminum ever D4122024 04/122024 04/122024 Yes Yes Yes Yes Yes Yes NIA WA NIA +N1AJ--131.0P5 -NIA/ -138.SPSF +N/A/ 15/32&qud; Plywood -101.OPSF 6 1.5&quot, 24ge. 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GUIf Saam. 1 3/44quot; Snap Lock, OM122024 No Yes NIA NIA/ 18&quo; Wide Roof Panel over 15/32&quo; Plywood -i Da.5PSF 12 25 Ga. 5v Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&quo; 04/12/1024 Yes Yes NIA +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp over 15132&qud; Pywood 04Jl22024 No Yes NIA +NW131.PSF 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Gimp Rod Panel over 10 Wood 04/122024 No Yes N/A +NIA/ Pudins over iW2&quol; Plywood -156.5PSF 15 26 Ga. Gulf Lok Mn 26 Ga. Gulf L"k 16&quo; Wide Rod Panel over 04/12QG24 Yes Yes NIA +NIA/ 15/32&quo; Plywood -161.OPSF 1e 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 16&quo; Wide Roo Panel over 041122024 No Yes N/A +N/AA63.5PSF 15/32&quo; Plywood 17 28 Ga. Gut1PER Mn 28 Ga. Gulf PER Rod Penal over 15/32&quo; 04/122024 No Yes NIA +N/A/ Plywood -154.7 PSF Bee Product Mocial. Number or Name 16 28 Ga. GuffPBR i9 28 Cm. GUNPBR 20 26 G& GulfPBR 21 28 GA. Gu=b 22 25 Ga. G IIRlb 23 28 G& Gu9Rlb 24 28 G& Gum86 25 29 Ga. 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