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HomeMy WebLinkAbout3175 Lytton Hall DrII I I tY II 'I' I !I I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. 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 RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall 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 WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pft. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. 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 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA REVIEW DATE JA CITY OF ZIEPHYRH FLAN EXo4WJj1 ER A.L.L. i/y "'RK 30-IAL ' o R4�'i_'/ SM`" P6?F+,jA.ILIfJB ORD114MI E . � tNELLS 1L= E INI 114 A'% 1718H 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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. :•'� W N �<O ' �A -7o (!0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ' off W Q v g `', t, (0 O0 N c: MMn y N LL LL m 02 rA o� N '5LL �2 J i! W Lu LL LLan. a 52 a) g� 0 d Z a(n0) Y. 0 c p E°n�'O' ISm o Qa Z ILW2 v � 0 2 CEO �_ co 't Q M Z U H Z 0 < ❑❑❑❑ W Q� z N z � z g Q Q � o V) o Ow to � c E �N � U m 8, W p V''•.... y8y�� e U o Yl C to Q o s�o o w M o i Q _J E =o ��o Z® E F N �� x oa Qo o Z _ o E CV Q` °Z w L j O � m O i''` >Z Z r&5 J a" �z to Cl)_ � oa Z go W a � wa NW o w >° cfl �7 z Q a �N 0 > d. ^L' ,W ,= V7 2:0 ` `^ ` U 0 0 m � c0 = 0 MID O 0 O LO u7 P Q r E c M N O m T iri r Z Z c E 0 E N m f6 o U J -:o cc Q 3 a) J JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. C S c rn a s 0 9 N 00 I rn i rn c s J rn 0o I cn Cn i C, 3 C a rn N F-� 0 x C: N N t� TYP @ 1 STORY / A \ r1 OWNER'S SUITE 8'-0" CLG. CARPET ib I N 00 G M S3 (3) 2x4 #2 SPF w/ C14 DTT2Z @ BASE I 5'-1105" 1 aVn" ~I C7 � I O M 2:12 VAULTED CLG. _ N � r is I FAMILY RM 9'-4" CLG. CARPET 23'-8" TILE 60"x36" N SHOWE FIBERG SS �L in 55'-10" 5-SH - - - - R&S - - - - BUILDER TO 6" DP. PROVIDE IN W.H. N APPLIANCE p PROTECTION 2'-6" WHEN REQUIRED W • I • C • PER FBC CARPET �,� 2 CAR GARAGE <n ors 8'-0" CLG. T-8" 20'-08 2668 HANSON BOX @ 36" EDGE OF SLAB 2" A.F.F. BEYOND WALL oc cc r DRYER VENT K S3 THRU ROO I I 11 T � -- -- -- III PT W OPT. D q�?I I/X � I La R.A.G. T-10" L 7'-8" i 5068 B.F. I� ro • • - . • CAFE - 1 - �■1�- �. '- - CARPET L-L 29'-8" 25-SH EGRESS O A S3 S3 (3) 2x4 #2 SPF w/ DTT2Z @ BASE - 10'-10ig" in - -HDR AT 74'_ (D 14'-6" BEDROOM 3 8'-0" CLG. CARPET 10'-4.1-," 25-SH EGRESS O U_ m 00 v Il----------- I I I II I I I I I II I 0 I O I p II Q it I Cr I 0 11 n I X I � I I I II NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. ----- ----- CC D S3 S3 j STYP 4 GARAGE I OPENING I I I I I 1 QENTRY �-- 1 MIIIIIIIIII1111C]111011111111131111 2668 " A El all1.1 2 OEM QBEDROOM ■,CARPET ,• W�, FIBERGLASS _ j SURROUND �j 19'-6" = can U)w� o MCI O w TYP @ 1 STORY A S3 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 20 X 26 18 X 25 S.H. 13 20 X 38 4 18 X 37 4 S.H. 14 20 X 50 18 } X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18}X71} S.H. 11-12 271/4X26 26X25} S.H. 11-13 271/4X38 26x374 S.H. 1 H4 27 1 X 50 j 26 x 50 S.H. 11-15 274x63 26X621/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 4 X 26 36 j X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 4 X 63 36 4 X 62 112 S.H. 26 37 4 X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 4 52 J X 37 4 S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above 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 O +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" (TRA) 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTAL AREA 1936 1 1936 416 20 2372 I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN ELEV-Al EXT FRAME 2 x R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4'=1 r-0" (GARAGE / LIVING) \\ ti j 11 ro c� - < �'� ��• 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 a - 2 009 Ol t0 N J M r N C N V_ LL -, , , C �1�0 � J-� W W Q U. rn Vi M I W fy j CM Uj it �- a Y z 0(n0) F e m W M- M ETrn W Z IL o a 0 d m N Q O NQr>Z z < 0 F- J ° ❑OD❑ W c) I z N (D z z Q M d O N z � o LL VO Q c) N � w c � N 1- 12o l U o' ai Q � o • sm r` CD w z CJ z O U_ Q. E o =o w° i g �m <R =® oa Z _ O E X o VO & di a o o aQ az CV � d i oo �a tt'� 0 C mm m� o zr Zoz _ v N J �b aw 2. �� $� z gz a z rn w W ao �- Jo w �o O v zl< a� ° c ^' .y \V ,! L.f) .-. > O m ..i O O .� J t- LO Lo L0 N � T T' f 0) E M N o Z C E O N C a U J Q J JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 1 I' ' 1 1 1 1 1 I � 111 1' 1' ' I I' It! 11 1' I 11 1 'o l 11 I I I 11 q I I ' 1 1 PM VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES j _w / Cr- MEDICINE CABINET 00 OQ OQ o > i-1 > CO coCq CO It KITCHEN ISLAND KITCHEN tM 0 (V � 0 OPT. REF. q OWNER'S BATH 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 rt CV \11129i-3 SHWR. SHWR. DOUBLE CURTAIN HEAD RODS RODS Z SINGLE TOWEL BAR IN ROD TUB OR SHWR. w a H SHWR. o 0 VALVES - W o 00 = CO SOAP - c0 00 o DISH j ir) t `O o _ r o co M O TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN 0 60 0 c0 0 00 Or MIRROR 0 0 ® 0 OWNER'S BATH • J 0 r` INTERIOR ELEVATIONS_ SCALE: ,,z-,.o" 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT Cr 0 BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE - C° ' CABINETS o 00 O0 o U- rIN I� t CO in a- 0 - 2x r a 'n t 0o r FRAMING p O O ==ij - - 1/2" GYP 1 CV �? CV N BOARD FIN. FLR. j FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" Lf � r -I — i D �oLJ �,•L^' ,, C F - J 510 �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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. f» W E rn F Q � t�� m O N O O O J LL O N N C CO LL M « M di g���22 rt U.a a NNMS N= Q W ai m i� 52 a w >� a 0 Y c 0 o�tO < :0) W LLWm Z 2 ETrn o v mN c Q 0 :D NQr�Z % a Z U H - ❑❑❑❑ W M 8 z N t0 z Q R Q d N r� C3 t,n m z V1J, lL T V C 7 Y W O o Q o-� (A w r_ C o �N = -M o � U 00 1° 8 - 448 CtimM M LL E za fz �0 rm aP z® E UU Co_ x° �o oa 0° z O N � E di ao oz az Q L t6 0 p 0.0z• ZF EZ 3 oa go W 2 ti a N W w 7 o O w< o d ti 0 C'4 .! LO > T O U \1/ I..L m F— c _ c o O r LO C� I 0 r E E r M N z° f0 Z E O t/1 T `° a E U -j Q 0 JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 2 - II-- - I 1 1 I I ' _I 1 I I III I I 1 11 1, 1 1 Ills 11i tez 1 i I III, r r 1. 1 1 1 — ' — I— 1_1_1 1 11 ! 1- — -- i M. 12 5� HEEL . . . . . . . . . . . . . . . . . . . . . - - - - - - - - C4 12 �5 F4 T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� F.FL. J NJ 14'-0" RIDGE VENT 12 -7�5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS �-- - -. 1 r-0„ — --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — t�—/ --- 0 EI = L7E�-7J1=1===J ID--] 77 Du-If L. �, _ i FRONT ELEVATION - Al 12 �5 SCALE: 1/4rr=1 r-0" 15-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. -----------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR HGT. 6" FASCIA (TYP) 2'-0" TEXTURED CEMENTICIOUS 00 FINISH ON C.M.U. co (TYP.) — — — F.FL. LEFT ELEVATION - Al N 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. G� n r� L _Q 11' 1 O VV N AS - .,. J CJ .. �. p - Q �•.q�`�r Q. nROFES5\0��``, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �Eo�i CD 8 N �p rl_ OD MNti O '� LL LL -J p, a W a (C" vim d w W 0 >�LL w: 2Q ax 12,z O CU) OX~ Wmo��O 29 W OOw m� ¢� Z LLrn`3 <OrnQx N Q M Z U° J z L ° d FOC771 4 Z 8 Z � Q M d N M V1' !Zn (Dra W Ypp OW V) F" c E �- U m 5 03 � C Q w s� ti C::, C'j w z M w 9 o U- E E z o o � T o+ 0� Z® Q i=CIO V wLL 0 o a _ C o L XO VO ¢r 0 O� Z N Q� 1.- a z o W Z ¢W W m Q � C ° U oa Z ''< Z(10 a) J ¢0 w Z 3 0 g° d LLa yw Wa� �3 C:)w� aLL '0 ar Mill!� OV Z ed 0 3 c ^' N ^L, 'W �= IUD > TT V�/� ` C U 0 co r '� C p � T- T rn= .� J T L0 Lo h N T ui Z. T M N o Cc Z j E O Vl T N Z tC a ci Q o C JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 3.1 I I I Lt— 1 I I I ___L_ I I i T.O.M. — ---- - -------- 1-0.1 - T — c r a 12 12 Z�5 EXTENDED OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 6-0" ..a T-10" —L = - _ — ----------- -------- --------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION - Al SCALE: 1 /4"=V-0" 14'-0" RIDGE VENT 12 ell- _- .e ---. - - 15'-0" RIDGE VENT12 — ffi 3 TAB SHINGLES. ROOFa5 INSTALLED AS PER-- MANUF. SPECIFICATIONS T - T.O.M. a HDR HGT. -------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — - -- ---------------- TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. 2'-0" ol (TYP.) (TYP. ) co CO F.FL. RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. i I_ _J] 0 /ter i FLJ \'0wt�tttutrrurt/ ••� Q �. i�� cis ••• •. F 4 ROFESS\O't , ����'��rrr►I 1111�1�`����` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to W � E rn QN o N ik 0 N O N N" J J LL 0 M �LL"u-LLao- tri a � M W N `a.ww� ) mLL a. 0 Zvrno 0�0 ago m O o =v<N ILW 2E_Trn �0cL QO NQcnZ U F J Z U ❑❑❑❑ W Z N S C Z C�' J t"1 O 2 M ^N, Z o W L-D �- 4—J U cri Q 0 w � to ry o � I e' � U m w ~- J2 E g I 4 '� :I--o U -_ 0 o w o � 0 E �o » Q E: U I— _ R o pQ❑ ❑a O OU 0 Z o N¢o ao °do ww ram.. N U 2O mf F O Z 1- Z Z ZO o a �' o 0 cn v 0 z¢ x o— u3 0 CV W, �= L0 > 0 < C 0 o m LL T � C OO, _ J LO r I Lo y T T- E � c N Z m Z T 0 iri r N 0- E U � Q p � JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 3.2 L 52 2rr VARIES 1'-10° 12 CAP c CAP 1 2" *NOTE: - (V N FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY 1/2" RADIUS 3 1/2" RADIUS `� (o N � - `O COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" Tr iv 3/4" RADIUS 1'-54' 1rr 1r, BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES ,N �• OPENING VARIES 1 o �2" VARIES 1 4 M N 12" VARIES �N 1'r 1" 1 rr 1 r_0rr 1 rr 1 1/2" RADIUS 4" 41 �`-�' �'- � -�' 2" � 2 1/2" RADIUS 34 r Orr 0 �� N c1 - VARIES 1 " =� 3 " 32 1 rr 1 rr 1" BASE L - (O tN 3" rTN 1rr 1rr 2 2 BASE f6l0 1 rr 1 rr err Orr a 1 r 8rr err 4 N 12rr *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN a co REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2' 2" ' 1" 1'4' 1" �/— BUILT W/ STUCCO. k.1 2a EDGE OF OPENING • 0 i 1-1/2" THICK 1-1/2" THICK 4" 10" N 24" 10" L 6" ij TI N c� (041 '. a N 2rr Orr 3rr 6" 2rr �, 2" w Ir cn / 1-1/2" THICK 3' 24r .- 52rr 2 -4 1 r 5rr 52rr r IN 00 54rr 1 r�rr 3rr N r, � L z a" VARIES VARIES 01 w _ - �2'r QM I . VARIES VARIES 4" 8rr " e� r- c.t i 04 I °° I �� a ,r Q� 1' 6" 4" N N KEYSTONE F11 b OPTIONAL T rn KEYSTONE F11 00 - OPTIONAL � 6- 414" z a io 3rr ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14, 1'-0" 4, 12rr 2'-1rr 1'4' 2"• FOAM/ EPS MATERIAL IS ACCEPTED 54rr 1r_12' Srr T-8" 7" N 1 " 4" 3'-0" 4" r_4rr 10r1 1 101r 0 (D 00 _ � d' z� (VLo •� CV 1" 1 rr o 04 T (V 00 0 M M r 12r, 1" z GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM v (HARD COAT) p3i/ Egli • ACRYLIOAT C SAND FINISH \ rr r iLF —, / IF1 J1= rn 0 CV O O 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LW I- O 0 N N tt- CO # _ O N m LL W W W a u� ; �LLN- w vim n d � Y a z p as mIS � 2 Jon g W z LLW 0 V < z U OF z ° (.5 0000 W M pp� Z N t0 Z R Q O d N N Z v o Q) LL T C6 Y w 0 O N w c E ,^ v ' � N y H O I U m W m- E = L _. G O N Y Q soy co w M2 Z ILL E wO Wo > m <R z® E Oy z Ma ❑a M U° O G� Oz N � zr S�. z � z m O oz Z w iZzO oa g0 a w a �w W CE so EE C>o N I = �g wa zla' �a ° 3 c O Lo ^L1 W LO .> T > O ca r W ca 2 � T � O � T . � J r L.1 ) o' I U-) C) L N T- r � EZ. M N ° Z (0 Z 3 O E N �' ED c c a U _j Q p -I JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. F1 1 I I t— 1 I I i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMAI 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckis #10-2 copper to WH #103 copper to Dryer � m 5 � or 4/0 SER Alu 200 amp 150 amp =1F0 DisconneL#4GROUNDING POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). 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 FF DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET PGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 'Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Fa PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT WP H.B. GFI DISC. L.JCtJ IIJ/'11 CL/ rti GlJ Gt- 111uL -- FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH of nt non ENTRY ELECTRICAL PLAN — ELEV—Al SCALE: Y4"=1'-0" i 'JL)�I1 J LJ rn 0 N rn 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 E Q O _ 8 0 N r0 N V LQF 0 cs ce CO N n N (O J J In aND LL 0 0) �c"� ro J f* W W LLLLaa M a co z N M S j rnLL SZ c W j LU d a w W 0 n Z 0��� ra0o' he 0 Z pj ro 0 t.— - ix00 m W IL Z 2 E p< jo�� 0 rn S 04 co U Z ❑❑❑❑ W v N M z z Q � M a (14 N z o Q) � ,,, o � 4 G) N to LJJ � c�f E � o � � U f° Lu 8, e 3 �Q ° U oo C Q � sm o a W M �' Q ZzZ LJi E E � <k z® H wo Ro oa uo Z N ru a� ao °a u'Z 1D i �o o� w� l} CD c 'i 'm'<w m o z' Z a� J ¢ b 1Z 4) a� °O g LL Qo U a mF W U<8 �E r3 >? o cD w za a �3 0 04 124 ^L, W ,% Ln > T p/� C v 0 �C:) W CL m D T � c O � r � r L/ rU--) N 0) T ai 'lit T CM N c is z E O N f Z a 0 � Q o 0 JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - Al (TRA) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SO. IN. of o f vented INof 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) ..NOTE - GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN — ELEV—Al SCALE: %4"=1 r-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice 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. \\ � i C]L (l_FL P __ ;, i' rr ... r V. > SS r��fdtfil{{{(ti��lt�\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H� Q V E tp pppp 0) 0 N N it 00 N� a LL V J a) 0 yr>�w �ww tl! _J ::3LLN In U- J a LL <Z rn Q N M aimLL w awawp 0 Z orn°' o Ix m W Z LLW m 0 r- ET v NO 0 0 m 0 i Q°0Lo N Q M Z U 1,J r2 Z �d ❑❑❑❑ W M z N z z g Q � o M m ^N' � o 0 o S 0 IN �v) w � c E v m w = o E8 Q U low M M z$ O S w Z a U_ E E U Z o ❑ O » Z oa Z C O C 3 KO �o ¢Q a� 0 UO �U 04 a z N N O �❑ ¢L Z (p CO C _ QI .2 N� ° mo O Oz Z, a w zu' NJ c5b o< g00 W N - Q 'o 000 mw o o z a� �F �o a� zI¢ 00 'S .2 CV L •! Ltd T 0 U ` L.J.. Co c — I `/ TZ T C Q) T� � • = LIw7 J' h N LO '— T ai T CM fV m Z � T E O iri T Z M c co a_ E U J .D :> Q p C C JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 5 I II 1 11 1 11 It_I I I -! I 1 11 ■ 1 11 1 1 t 1 II II 1 8'-6" 1'-6" 5'-7$' 6,� , 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2a„ 7, 1$„ TYP @ 1 STORY U.N.O. A S3 H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 00 — O O �• BUILDER TO +— (2) #5 REBAR 4'-0" 12'-1" W.H. PROVIDE VERTICALS w/ in p APPLIANCE FILLED CELL PROTECTION I I ; WHEN REQUIRED ■ I I : P PER FBC 35'-4" .. 3-1/2" MIN 3000 PSI CONC. _ �,• ' o SLAB FOR HERNANDO I:• I J COUNTY ONLY Cl) S3 I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2,_7j" 4'-9" 4'-10" 1:- VAPOR BARRIER EDGE OF SLAB 2" 1 _ ■ ( CJ :: GJ I : BEYOND WALL CJ t-T-1:� _ M 5'-3" 1'-10" T 6" : I: o O 1CNI (2) #5 REBAR VERTICALS w/ in ■ - . . ::.:::::::::::::: : o -3 1 /2" 1 Cl) FILLED CELL G : 2'-6"x2'-6"X1'-0" FTG _ _ W/ (3) #5 E.W. S3 �� 3'-5" SLOPE 7'-1" (2) #5 REBAR r: 2'-6" x 2'-6" x 1'-0" AHU I I VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. Aici N K CC i I S3 S3 FILLED CELL I ao S3 ci J r Y ' .... .......... .. O ■ r- o Too 47., -- 25'-10128 ' ' 9'-51 s„ ■ 4'-4„ V 2'-6"x2'-6"X1'-0" FTG W/ (3) #5 E.W. I 4" I L T (2) #5 REBAR C? INDICATES FILLED CELL w/ 3000 PSI i / I PROVIDE Y2" x 9" i° CONC. GROUT FROM FT. TO BEAM �� RECESS FOR FRT. OOR SLOPE I S3 irj `r in VERTICALS w/ in VV/ (1) #5 REBAR VERT ABOVE SLAB HVAC CHASE TOP OFCONC./PAVERT BE4" 4'-0" I 4'-4" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN %� BASED ON 0'-01, BELOW FIN. FLR.::: ■ • ■ ■ ■ ■ HOOKED FTG. DOWELS 5" EMBED I �' I . • ............:::::.......... . LOCATION ....:: W/ 25" EXT. ABOVE SLAB "GRADE 40 i i : :::....: 1 ' ISTEEL" ii� -----.-----� 4'-0" 16 -10" 1 1-4 STEPS AS PROVIDE 1 y2' RECESS �' / I I .- REQUIRED PER FIELD I FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR LOW WALLS OPT. icj: 10 10a I CONDITIONS WIDTH ■ �� CJ F------------ CJ REF. ��J CJI L., r — i — — — ° TYP @ 1 ( F I CHASE TO IS D : ; D.W. ao I I :. t I ' lit STORY U.N.O. A : ; = 00 I %' LL- J- III op- S3 v ir> � 1 - :: I ( SINK / DISP t t Cl) ( 3 1/2" t I ile , v I It o :- i M(----------+---- Q --- —+----------- .---------�-- f 9.. L t I — --- I$---------� ........ .... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - - _ H.B� 64" 1,_9t, 3' 5' TYP @ 1 STORY U.N.O. A S3 5'-10" T-10" L 6'-0" 2'-10&' I. 5-11 FOUNDATION PLAN MONO - ELEV-Al SCALE: %4'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w z w • .f ."<.. `tea CONTROL JOINT DETAIL SCALE: 3/4" = T-0" •.,� .;� ; :;: #5 CONTINUOUS . • , ..• '�. REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER ',', :' ', ',�:' '•_',�: "; :' BAR ONE FOR EA. ' ' '•� HORIZ. REBAR, TYP. • �• U.N.O. • •. • •, —Alternate: •; • The reinf. bars shall be ;• ' �';• �'�• ,; �• �•�• �• Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ,. E:ti�e��ctt��irrrrrf G� ry .`� Sao •�� O� Q. � � z �OPESStONr�����\\\ 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. 10 F A0 y .�.. C7 O) •Np -j ik W W �L-J W LL a. C- a N ai M W N ED LL d a > C Y Z �2o_ WroOLL {�N mo�CO m� Co W �E°'O' a❑ 90 C'V a cnZ O Z V ❑�❑❑ z N O z o ¢ s' co d N to z U s � Ur V Q) 0 ���Ln ° w � M O ram, d T 0 8 ! � o U to Y ¢ o w M M z o Z 4 rj io � >m ZR O EEWo U � oa co ♦— �< 00 0¢° z N � i �0 ao �¢ ww d C x ym m0 oz z U) Q% J <w 20 >i 3o Q� o� ZZ g0 W aO o CD m a 0 (V > d' `W �= Y / T Cr7 \� c C ■ J Ln I Lr� LO N � r T T � T cv) v; 04 0 Z M Z E Q co T— `m E U c d � Q p J JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 6 TYP (2) A A A S3 (2) A CJ1 U L0 My✓> U UCJ3 XCJ3�Cjl CJ5 I EJ7 eEJ7 EJ7 EJ7 I EJ7 I EJ7 D1 EJ7 (2 X Cl) LO UU CJ5 I I EJ7 (2) II T Q rn ¢ r` ¢ 1n ¢ co ¢ m Q 11 1 1 1 1 j j / 1 ¢ cD ¢ Ll II I II I I I EJ7 EJ7 I I EJ7A 1111 C7 ¢ I EJ7A S3 II I I I EJ7A II I EJ7A m ¢ ¢ ¢ U Q Q - a ¢ ¢ I II I J7A III I EJ7A J7A oo ¢ O ¢ � ¢ Q CV m m m J7A EJ7B w m G I I I I I I I I' I EJ7B Z311 U U I I 6U I CJ5B CJ3A < ¢ A M U U J U (2) A (2) (2) A S3\\_A A UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 112" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 1 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-112 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 1 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD7B * 1 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 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-112" U MGT 1 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 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 (e) 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 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. 1 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS S5 a(2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al SCALE: %4"=1'-0" i F! �.. , r-� CIA �. _ J C� ; VLU r' ,,�,•/Jlliltll'tt`�� 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 �{ co Iq oo E N � pa��p0 O C a N it 000 O1 to J J ni cl) In 7 LL a N LL M lJJ , 2' N a)LL a a W 0 13,6 z � U) R Z . @ o 0 m O W m Fa 0 t— W LL Z 2E°'O' �ocL rn_mN o IY 0 N Q U � Z —1 0 < U ❑❑❑❑ W M z N O z z Q of)oE3 N M t� z o (� 'U LL o o o a — O L/) w c E �N No o � � U m d w m E O $ IJ U ous ¢ o 6 s0 o Mo o Z Q wo �° wzQo >m Z® E V I — E� K oa UO ' U z O a o tt `� az O [V I- wo o �z mo �!< ox U �z z _ N m Q W z z (� > N >� ¢ Z a OU >i Q� �OQ wm a �_ W T U <m o F� � mz Jz _3 o 00 cfl c >a V zl< ° 3 2N 0 .y �! Ln T 0 Q (� mco C O LO T Lo y O T r M N o m z T E C) H m z m c L 16 U Q p c JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS 1115111 I� Will RD i 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T FORM do GROUT SOLID #. _ <V Q O J O j5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. I I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY D 8 F 16— B/ 1 T U a 60 tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTf p eca tels = 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 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. # MIN. t R (i) REQ'D (1) LEAR ALTERNATE POWERS STEEL LINTEL _ d e d 0 #5 REBAR AT TOP ° G .M.U. tL a° a MIN. (1) REQ'D 4 1-1/2" CLEAR x Q Z ° . ° a z GROUT D ° _ J Q L J n to H Q C.M.U. • 5 REBAR AT BOTTOM OF Z y Z w -13 L cn Lu — Q o LINTEL CAVITY wO V OF U) 1 --BOTTOM 0LU0Z REINFORCING PROVIDED IN d o a ^ Z o w Lo D l D 7-5l8"ACTUAL 8" NOMINAL WIDTH LINTEL r O 30 N / ' , G ¢ 5 REBAR AT BOTTC AS INDICATED (VARIES) cn ui a o . o LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O C 4'-6" LL 4'-6" LL E 5-10" LL LINTEL PLAN - ELEV-Al SCALE: %4"=1'-0" � r\J _rrJj L r ni i i \ ow G J.�' C-:rn ' l 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 F o Co V C M NC� oN0 LL LL d Cn �O _J vt w W tli �_� u-Jaa u N LL a Lu > �LL' 11 d Y Z arno 0 � 41) C N m CIOO Er �Oai Z ILW�o �'Of N Q c) Z 04 Qo5 Z U F J ° 0 0000 W \ `N M z \ z Q - J t'1 (Z N rn (Da, m T) --J V � `_- ° O 11i w � C E o 5 e Q o s�o CID o z E 55 =o �o oLL » �® Q E ° t--' 6 z 0 oa O0. O Z O c C N a 8Z ¢ O az w I N C _ C U m M O Z OZ Z U! J m Q w (N� N d oa z Z go W) �w of 3 00 ¢ ¢ 0 iln a 3 �N 0 .N e! LO It LL > r C CYj �0 mil/ n� T C OO, _ J O L0 r Ln � N � T E T M N o m z r E O rri r o`ni z m a E tJ � Q p C � JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. 8 I f 1' -_ 11III '_ I I_ I P, I r I L 1L 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 N ER BE PRODUCED F R RESIDENTIAL OR GENERAL R TED COPPER ARSENATE CCA-C WILL NO LOG0 AS OF DECEMBER 31ST, 2003, CH OMA C ( ) CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1, GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM 0 EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. SHOP DRAWINGS SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS S 0 GS ARE TO BE S G FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2_ SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0,131" 10d = 0.148" 12d = 0.148" 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigabon/sprinkler systems including ali risers and spray heads shall not be installed w1-thin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill Is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC R R318.1.5 C ncrete overpo and mortar along the foundation perimeter must be removed be ore extenor so[ treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ,) �- i r i� N r� (' • �' kb •'. 4, F ' 4 •�4� ` �. Yt r n To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ;- dJ �E � �p pa00 03 00 8 N J I, V 0 '`., N C fV u- yMm .,LL � -LL _ d c Q dl M W to j >FLL a a 0 13Z �<n°i 0 @ �o ' 0 O W m m _j 0 w 0�'o m 0 W 7" 2 E T _joa� �;;'coO ¢0 a g_ N a co Z V H JLL 2 °d z nnr- W z N M O z 0 z a � to (zI� v tL 4--' L U w $ `_- 0 N LU c �N � U 00 f2 E 0 8 Of Q a o tllozil 0 z �- 0z za 0 E v � wLL <_ K 0 o0 � O o i a Qi o O Wz W N a ¢ o ro g o U)czz Z Cn _j < 2 Z a 3 w Qo U a �z W az o w 0� >O c0 d za a °3 0 .N c CV � nL' ,W N= > 0 0 Cl-U m LL r `i (0 _ C O r� O'j T T O ci E r CM N o Z Z 7 E 0 N f N cc @ a E 0 -1 a m a o c j JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. S N r 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 0 o ;n GAS METER 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154 (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w J m ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -4- 4 + + + + -0" (TYP.) 6'-0" + + + 6'-0" + + + + +++ +++ + + + + 4 4 + + + + + + + + + + ++ + + + t + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + ++ +++ ++++++++ — 15/32" CDX PLYWOOD OR 7/16" OSB ' BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI ®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber FILL CELL w CONT. #5 > STD. 900 HOOK BAR STD. 900 HOOK BOND BEAM SIMPSC w/(22) NAILS 1 CONT. #5 BAR #5 CONT. 5/81 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO y CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR —SHEATHING PER PLAN COLUMN AND CONNECTION j ,�TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI L \' —MASONRY WALL OR \ \ INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH SECTION @ - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. ) Small gap 2" min. 2" Filler blocking 1/8" gap max. 4" max. Web Stiffener Fastener_ Schedule - - -- * Joist Bearing Location �- Series�Depther End Intermediate 'I NIt ®9-1/2 2-8d 2-8d / BCI 5000s 11 7/8 2-8d _ 3-8d Clinch nails - -- 14" 2-8d 5-8d / 0 9-1/2 2-8d,- R 2-8d when BCI 6000s 11-7/8 2-8d 3 8d - possible \ ,I, BCI 6500s®� 14'� 2-8dd 2 _ 5 8d l 6=8d 1) Support back of web during nailing to prevent damage to 16" 8d 11-7/8 2-8d 3-8d web -flange connection.Z ® - BCI 60s F 4" 2-83 - 5-8d 2) Block solid between joists for full length of span. Tight fit2x4/ 16� 2-8d ' 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. lywo d/OSB 11-7/8 3-16d �. 2"' 0 _ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails web stiffener min. 14" 4" max BCI 90sR L 5-16d1 5-16d _ - 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when Indicated or 16 6-16d 6-16d -- - --- - — — - - — OF THE JOIST ASA REQUIRED LEAVING %" GAP TOP sides b 6". - Hangers with side nailing. @ y -Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION topflange ofcuts - Birdsmouthth cuts.. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16 code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral mart n it each side Squash block (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" O.C. Load bearing walls a at bearing. Provide adequate bearing for each lapped joist. —10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— • 6 A 1 2' ROUND HOLE MAY 6� s.. DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" if• `:Ai •i r� T 'e�ff 3'�-�_S1 F ni"Y r d S .y� 3 �� �"�: v•'k•�^%�it�`.��- 5�..,b..- y '�¢ F x�� !� CFY A 3 � 5 .-{� ���- .�.�. 5+;�3�� �� � �eJS�i ram. -%�.Y. J �v g'� .�.�� L �:nuSs'�+''�� NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Joist hanger SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE l.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION - MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 10d nails. I I Install tight to top flange. SLEEVE THRU STEM ° .. t��_>K SEE PLAN FOR--'.• a • a . . "G FOUNDATION INFO ' ' 4 STEM FOUNDATION / I 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 -- r Backer Block � "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _ - requirements 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. GRADE a r—REINF. SEE PLAN r (2) #5 REBAR A/C CHASE 4" PVC 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. I s LOCATION OF ° SECOND H10A SIMPSON H10A (WHEN w/ (18) 10d x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / p r— LUMBING LINE a 4 4 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE G 4 / 4v G e d 4JeA V 4 ., A� rr a SEE FND. PLN. SIZE & REINF. \ j \ ; ; i . 4"-- -' r-- y,d �CD 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. to Q �$ (o Co0) N N 5 2 N N Cl � N U. LL N * , 0 0) :"rnN Jv*ww LL �22 v LL a a Vi Q N r<i M 5 W (u M ai�ri 25 as o X0 Z > ` _ Z2 0: ]C -0 to 0) o X ° 9 Of C) �2� C N m W z IL 0) ci ter] a I N ; co co U 0 Z 0< U ❑❑❑❑ W z N 8 z z g Q o � t/1 = o (D 0 1 , LL �L T w o 0 Ln w o �N=2 o U m O = ° r~ Is 0 Q o o M w M w o Z � C EI �o Wo >m �a a E =® ❑a i— fo �` 0.2 L)00 o 0 z z O E N ~ <� o aaz 0- L �c v Nm m 0 o z z Z J <w 1 °, < Zo a W w C:)o oz J << 3 � �I Mill O ila a� 3 c ^' •o`V Ira ^L1 W, ,= LO > �•� C) Q C:U co 0.2 - %%moo c T 0 0 T It -� J T L0 o I � N �- cM j o ca z :3 E m z fo c U a) a .0 Q p JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. SIN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT =1 I0111 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. TII I D • I �I I I I 1 �1 1l '- REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.I- 12 HURRICANE ANCHOR @ EACH -I Ill I Ii I Il I �1 (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"1 Still ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE �r �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH JrB SS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS CKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ H END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE D BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B.(12)10d NAILS .N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE 7F"' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" „ x 6 W1.4 x W1.4 INCLUDE THE WALL 1.4 A.F.F. O.C.) 2 ATTACHMENTS 6 x 6 W1.4 x ER WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° ° ° ° a ELEV. -0'-31/2" p v A.F.F. 0 ° �� 2x4 CONT. ° ,� b ° a _ ° - = I'31/2"(ml ) 4" 1/2"(min.)- 4„ _ ° . _ IH I I I1, in. - _ 4 _ ° `" � 31/2" min. - 4" I I — 1 —I 1 I � I ~ � 31/2"min. - 4" =1 = I � GARAGE DEPTH VARIES ° ° (�� 1/2"(min.) - I I I � (2) #5 CONT. 4„ 11 4 If 1 �, 8„ (2) #5 CONT. 4„ 111�11 ,�,1 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL I STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3!4"-1'-0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs GYP. TYPE "I @ GARAGE \12'N.O. NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE] W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,G� �\NJO (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ V-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - ,it#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR `� G/S3 FOR ANCHORMETAL LAYERS W/ TOTAL THICKNESS 7/8" OVER ° " ° LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8 C.M.U. TYPICAL BOLT INFO. 5/8"4" J BOLTS BOLT 5/8 x 10""'J BOLT 24 0/C W/ 2 X 3/16 PI 3RD LAYER 1/8" THICK. PLATE WASHER TYPICAL K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPES MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR ) (6)1/4"x31/4" TAPCONS 'SIMPSON (I MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# c SPACE ANCHOR ) BOLTS 6" MAX FROM 6 6 W1 4 W1 4 - SPACED EVENLY FIBERMESH -I x . x r = w/ (10) 10d NAILS - WEEP SCREED INSTALLED BAR w END OF 2 x PLATE WWF OR FIBERMESH 2x P.T. PLATE :, ARCHITECTURAL TYP. PER MFR INSTRUCTIONS W o ° b FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U 1x2 PT WD FURRING @ 24" O.C. ` ' GRADE c� ' ' ' _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi "' ° >. _ .bJ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a Z cop. 25" MIN. LAP [30"MIN. LAP] 1 I�I I ICI L III l��I_ (1) #5 VERT. IN FILL MONO OR STEMWALL ° W I ;11 1=1 I - , • ° 1= f 11 1/2" GYPSUM WALLBOARD -III-I CELLS (SEE FOOTING MONO SHOWN D D - b _ U.N.O. FOUNDATION PLAN FOR CLARITY ° _ _ 6 MIL VAPOR BARRIER o ° r WR 17/8 II I I I I,� I AWFOR LOCATIONS) D °D III I-� _ - z #5 REINFORCING BAR 1x4 P.T. BASE NAILER D D (2) #5 CONT.I- 4'1 INSPECTION D =III=III-III=III=I =I • #5 LAP SPLICE PORT AT EACH NOTE: g D D III -III -III —III -III -III= cv e ° 31/4 BASEBOARD ( - FOR BEARING WALL COMP. SOIL. COMPACTED TO FILLED CELL TYPICAL _ _ _ _ _ _ _ _ -i 95% MODIFIED PROCTOR ASTM - -_- MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ co AT GARAGE CONTRACTOR = =III=III=III=' = =III= =III=III= =III-III=III= D1557)�-r'!'r� rr MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, I =III= 1=III= =III-III=III= 11=III=III -' 4" 1'-4" MUNICIPALITY. III=III_-1 „III Ill =„ -III=III- CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING Vv1.4XW1.,+ WWF OR "FIBERMESH" =C141 , °e M - ° 11. L DECO FINISH 4" to 6" BELOW GRADE = z 00 I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > I z �' min.) 4" BARRIER p r i ? a ° a ' — t> • r _ o COMP. SOIL. ° O° (COMPACTED TO 95% MODIFIED PROCTOR _ - I pl�t ASTM D1557) — „II„ 3" MIN. CLR. I (2) #5 REBAR CONT. V-4" 1 STORY ( ) STD 90 Fi00K SEE 4 SCALE:3/4"=1'-0" S3 GRADE II II II ��(1) #5 REBAR w/ OPT. SCREEN ENCLOSURE ON 3" CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL ( MIN. U.N.O. ) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL,­� SCALE. 3/4 - 1-0 S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS z O.H.D. RECESS r. • ' . - 4„ - _ T •, +t T'jT� SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 471) •. M it II III. — ,. a.• i o0 — III �• II SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAL4 a INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a O C — M 6 MIL VAPOR -_-_ BARRIER 36" MIN. LAP [36" MIN. LAP] 10" `" TN P3;CHAIRS 8" V-4" 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S, S3 SCALE: 3/4"=V-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . • = CONNECTION INFO ° "'N SEE PLAN FOR = • & LAYOUT DESIGN • TOP OF BEAM SEE ROOF PLAN c ° o ' ° e : ° - - f7 •= (2) HTS20 FOR STRUCTURAL -' _ BEAM SIZE & % I CONNECTION INFO T - ° a' I I — 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING -4 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'_0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS .c TO FOUNDATION PAD _. - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' , ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 Z GRADE a ° FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 1=III = a a• = WWF OR FIBERMESH T `'' z w = — - - - III=1=1 I- w ° . BRICK PAVERS or SLAB PER o w w=1 p CI= -III= • •' • �• - - - = Z z a o 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 I [ • • n `� i r I/LU • • ING --■I...I■--- BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE • • TING WIDTH .11 to CONIC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12� PATIO COLUMN FTG. DETAIL �N ,v �rft� O To the best of the Engineer's knowledge, infonnation 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 port ons of the drawing pages bearing Engineer's signature and seal. W a vEIlloo g8,�� ogor— N c `�, N u � 04 0 W .2 - WCL a ,6NM au� w� ELL a i-0U-) x 0W Wmo-CO m 2 9 gi m 0- mg �81 W �Ea'rn �oa2 Z VAN O �_ N Q.. Z 5 2 �§ Z 00 ❑❑❑❑ CN S� z 9 z Q Q M o N z � o (3) T fa •U ClJ Y w o o a Ow _ N � v m w o in 8 • �0 c Q -8 o Q w Z M J U_ h � � a o 4 P a E ° oLL ,R R E z a ❑ a O o E N a <= o wZ `o t_ z. U fA2W mo Z K z J m ° Q i Z to �, F 8p Z s° W Q T () wLL � 5o a N F _ yLL A � o __ w �o O CID °z¢ I a� 13 C N 0 '� L `W � / LO _ N T Q C 0 o CO alloo m t\ o T � O � 0) T T O 2 Lo Lrf-) N r M nl o CCj Z r E T Z a E 0 a o JOB NO: 19-8529 SCALE : AS NOTED SHEET' NO. S3 (MONO) :�JTYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT 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 LS SPACED EXTERIOR FACE OF BLOCK EVENLTONEA 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 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .'� STUD W/ (3)10d IN 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 I N\ 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/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.) 1—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4 _ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d o ° 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 11 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® 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 �1 J \ LU r- W EE REEN, 1 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR—�� GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a ° e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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. )S�c- O� MIN 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a IARAGE OOR (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) O (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d 12 %& _ SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD , 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L 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 E S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w a 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF .��ICE 48., SPLICE STAGGERED \� 10d @ 8" O/C ATTACH ALL —j EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" _ a 2X8 P.T. BOTTOM \E PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670#SPF) o ° DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2"SDS (2215# SPF) • HDU4-SDS2,5 wl (10)1/4" x 2112"SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2"SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (5665# SPF) • HDU11-SDS2.5 wl (30)1/4" x 21/2"SDS (6865# SPF) • 5l8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT W/ WASHER &NUT 0 FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT W/ WASHER &NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER &NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 A ROOF TRUSS ABOVE 2X BLOCKING 0 TOE NAILS )CKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 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. C J1 11 / (F } s N5� 0 L ? O . F E S S 10 `� N r�/r/ttllEl'��N To the best of the Engineer s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �V Q 8 N 4 :9 v O O CD MN-9 mLLLL oy M rn a u_ # w w emuLLaa vi /1 M w rn z -vc cn loon _Z W co d 02 2 E T � o 04ILU Z H ❑❑❑❑ W z N z Qo N CD o LL 4 Ct3 V Vi Y w � � a O U) c E ifi w U 0 e0 o �w 0! Cl)co o Z J t _ E a R. Z. oo T o ao _R E O t— w� XU oa =O z CDE < a �z O� wz N t o <o � m � cjrD C ZZ o` V "m O Z oz z Un N <w N 3 o$ LLNW ao W U a� CDco <Q °d '� ila� 0 =CV E2 >� nL' \W / Lid �., > r O C U L '^ �---0 000) C 0) r L17 T y i Lo LO T E c M N ° Z E a f6 a U Q pW JOB NO : 19-8529 SCALE : AS NOTED SHEET NO. S4 PM SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w! (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x ( ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD USE ( BACKNAIL w/ 2 16d NAILS () SIMPSON H10A w/ 18 ( ) @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES 10d x 1 12" AT EA. TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER 7 BLOCKING FOR FOR SHEATHIN DETAIL @ 24" O/C FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t „ 2X4 CONT L BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ 2 ()10d 3 FOR FIRST FOUR ROWS 4" MAX. ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL 2x8 SYP#2 "L" BRACE TO DOUBLE TOP PLATE CROSS BRACE 24" MAX. EDGES TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER o EXTEND AT LEAST 90 /o OF 2x4 CROSS BRACE APPROX. 8" APPROX. APPROX. 8" FROM IN SHEATHING TYP. 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. �' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2) 10d TOE AT LEAST WEB LENGTH 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END (SEE A (SEE TABLE) GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TO BLOCKING SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING OR OODNG — J ATTACHED W/ 10d EA. END 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7 16'COSB SHEDX NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2)16d ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING 48" O.C. FOR THE FIRST W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS „ @ @ 6 O.C. EDGES AND 12 10dX3" @ 3" O/C () 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD END TYP. TOP & 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED (2)16d NAILS BOTTOM ATTACHED w/ 10d NAILS 6" O.C. W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORDA 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH 2x4'T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) WEEP SCREED 10dx3" @ 4" 0/C FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL „ „ ROWS OF TRUSSES FROMV 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" INSTALLED PER MANUF. NOTCH L BRACE HERE @ 48" O.C. „ „ EA. END TYP. TOP & BLOCKING, FASTEN WITH • 5/8 x 10" J BOLT @ 48 O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4) 1/4 x3" MOISTURE BARRIER BOTTOM ATTACHED w/ 2 10dx3" 4" O/C SDS SCREWS TO PLATES AT 36 O.C. ( ) 10d 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS () @ SIMPSON SP2 w/ 12 �° „ 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - MOISTURE BARRIER CHORD SLOPE OF ADJACENT DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS TRUSS) STUD WALL (SEE TYP. SEC.) 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" ri EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J CV N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR M r Cn NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� ;o SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES r0 r" APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF t2' 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" • AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW Ulf (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12 O.C. FIELD W/ 2x4 BLOCKING @ 24" 2x4 L CKIN) (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 16d O/CTOENAILS 1/2" SDS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS SCREWS 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS - - - - CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 TOP OF PANEL .T OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY BLOCKING, FASTEN WITH 2x4 BLOCKING W/'! , 10dx3" @ 4" O/C (2)12d TOENAILS , . -1 EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 —� SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 10dx3" O/C 4" WOOD TRUSSES OCATIONS TOENAIL 2"x 6" O/C @ RUNNERS W/ (2) 16d TYPICAL (2)16d PER I NAILS I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. SrJ 1 GABLE TRUSS .S� "L" BRACE W/ 10d @ 4" O.0 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING �— SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL � M MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 8d @ 6"O/C %A/nnn 70110000 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL 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) 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. II■I■I � ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 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"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS N. `—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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN .M. 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL_N� AS PER BCSI 1-13 SCISSOR TRUSS 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 SCISSOR TRUSS 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 \� %t ? � , -_-- 0< ,. ' )` fit~ 0 �i�• 4R . • �� �f�l�Illtt � 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 Q 8 �m p 0 q N u M (D t N N , mN L LL 0 N 2M0) o- a w w DLL LLLLn0 M rn '6 c" 5 ryJ !n 25 a a Y C' @ado �m Oo W °2E_'O' _joa� IL Z v- N Q O 5 NQMZ U z F- J 0 o13011 W M p�p z N O z z g J M o U) rl M In z � o LL CPJ Y O ) W H V) Ln c E � � m U W � 2 E Q a 1. • U a Q o m � o c.0 w M m¢ oo Z U E i o oo E > w <R Z® o i xo� UO o a w z _ o N as Q= o� ww i o ao mo �U N lo z �n � m Q W m o o o a W a3 U LL �g �o �w z� �— J o z w �� �o c� D •7' zla a � 3 .e N ^L 'W �= LO i-� > T 0 Q C L�1 co ca lr7—) T 0 I Lo n N r r M C14 .. o m z :3r E O N �,co Z a v � _0 o JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1!2" DRYWALL , UNACCEPTABLE INSTALLTION DOORJAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 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,) 314" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 U P.T. FURRING 3/16"� X 3" LONG FURRING 2 ROWS 3/16 x 3-1/2 ( ) FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS (n'PJ INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" TAGGER 2Xg ` ' BLOCK@ SPACING „ BLOTAPCK@ 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 JOIST PER MANUFACTURE MASONRY THROUGH n 1-1/2 DETAIL 1x8w/(2) ROWS 8d NALS 3" DETAIL `STD. STD.90A ` /� 90- HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. TAP x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT Q4%; METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2" TAPCON 16" @ (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 44 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC �@ FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' +2 ` w/ (4)1/40 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL f5^ NOTCH WEB AT THE FIRST 2 COURSESFILLED TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS :. + , FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" .* SOLID W/GROUT 1 PLY PRE-ENGINEERED TRUSS •: * 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 114" x 31/4" TAPCONS ;y BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 112"SDS • 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d .'•: ;: 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION •'. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. cortrACT ENGINEER I RECORD RUC -FOR FURTHER INSTRUCTIONS. . (NOTCH) SCRIBE NOTCH FACE OF ARCH W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL :•'... CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. •'''' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN "'' "�t RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-1 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/s" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. i USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ a.0 �Qly TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + + N�rN 1 r-On 5111 -0 SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON 1/4" MIN. (1 B-B ROOF SHEATHING ATTACHED + REQUIRED o EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° �1/4" MAX 7-0" 8" TRUSS + SOFFIT , , • . p .' P #5 BAR BLOCK HEADER d SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + ° p 10' D ° CENTERED W/ g °° 9 H IN TOP BLKG. & BUCK 2X6 TO 2X4 (10) 2X4 SYPs ° ° 1 X 4 FURRING 8d NAILS EACH TRUSS _ _ � KNOCKOUT/ �lN ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONNECTOR - PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) ' MONO FOOTING ' .o ° o ° SIZE AND REINF. PER PLAN ! _ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 BUCK - 1 WITHIN 4 O JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 p ° D CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT D Z TO BE INSTALLED 2 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4MAXRAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-1 - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL . WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" e INSTALL WDW, SCREW THRU OSB INTO 2 x 8 Q.C. "- ' ° " ° ° " ' ° ° "- '" ° ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B_B SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL r rr_ r MONO TO STEMWALL FOOTING SCALE: N.T.S. SS _ SCALE: 3/4 -1-0 SS SCALE: 3/4"-1-0 SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0`� EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3"MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LO v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE e. A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ; o LLt a REINFORCING AS FOLLOWS: a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :. SEALANT .r,:, P a g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. :- 6"MIN. LAP SPLICE Wl > ° < g EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL U) N FILLED CELL SMOOTH. DO NO FURROW. e c e DRILL3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE t+, n I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP � � A' ` ` `�+t'• O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: CI)_ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. z_ \ IN ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS • o ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , " 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 RE BAR. 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.OF 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.`�O` 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. c ` i , f//�O 1't S 9l'O'��\\`�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ` `Q Is Go �p Qp � N N i# M N # LL LL O d M c D J W W UI LL LL a (Z a M >�ii aa�o Z vU� OWo -cf0�o "003 LLW nE°T�'O� �o a0 NQ MZ U ° i DDDO W Z N O z Q o N Z :tea � o T Cl> y W O ON r~ U m E =1 0 8 Ci o m c �' 4) � o 0 C::,w i Z M Z O 2i Q U_ E� Z® E H ru _ wo z sd VO ba 00 Z oE N � a� <.Ww o o �o 2z tt� •a � @ 1-21 m 0 �a o LL Z Z J im �m N 4o ZZw 50 a W d w o of �0 C:)I w� _< aF °3: 0 CV ^L1 W .! Ln > T O m co 1 r'^ LO V/ I ti) O � n N r T T m v T M N iri r o Z z E O a v ¢ o JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. SS a CD iz adi 'O O J N 00 I rn 0 LO 00 c_ .L 3 a N E 0 C J N d Lz CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE YBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �-L WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX 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. 37A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k , 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES -rz ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP �>SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ Y 16" O.C. W/ EXTERIOR SHEATHING ATTACHED y PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wl O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PAN FOR MORE i INFO SEE FLOOR PAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PAN 7/16" OSB FLITCH PATE SEE FLOOR PAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDU E/P ANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 1Od NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITir"A' (WOOD C SCALE: 3/4"=V-0" A � A SEE PAN FOR EXTERIOR SHEATHING ATTACHED PER 2X4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 1 Od NAILS AT BASE SEE J/S6 FOR d MORE INFO. 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - i 1 (14) 1Od x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION c FLOOR CONNECTION 22 SCALE:NTS SEE PAN FOR CANTILEVER IF INDICATED SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. Z `—• MASONRY WALL BELOW: SIMPSON a HETA16 w/ (9) 1 Od x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 1 Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 1 Od 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE:NTS -��-1— 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1Od NAILS AT BASE & SIMPSON SP2 w/ (12) 1Od NAILS AT TOP 2x BLOCKING BETWEEN STUDS N TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOF/WALL b (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16 O.C. ALONG W/ SIMPSON MTS12 w/ (14) 1Od x 1 1/2" NAILS TO BLOCKING - PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS i� �� i� �` .••••�•• • F' �� v •,_ ,�20 i C,4 F 4. L . ? O,-I O N •/,W1111 E S S t 111110��,�\ 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. H Q E 00 pIn cp obi O — T �. N # (0�JL� CM ts J J 0 W"I N J iLJ W w u- o a W (V LL � cL Z 13 r': kCo° C N9 m CoO 0 00 2E°n�'O' W Z ILur �oa2 'a<N QO Q Z N 0 Q U F J W v ❑❑❑❑ z N (O z � � z o Q J 0- U) M W ^' z o VJ � (o •0 ,,, g o — �M w � o M �{ U 00 rn w c a g I = ° U 0 W Quo so C w Cl) M 0 p 2 C J Ll z0 � O O LL � Zf k N 2 � � z oa �_ x� �Qoz D° 01 z N � �O ~ a o ao w ¢Uj mO N c .2 N sz Z w z _ a� � J i� ,e < E y '0 MWZZ g0 W CL oa aw a,LL w =3 o w-z �6 a� COza °3 �N 0 > ,qqt ^L' W Ln _ o Q C v a) m co o +. °' d' .T� J r- T i. U-) � n N r c T Ch N ccE z T E 10E w r Z m a U .° v F? Q 0 c 0) JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. D1 L Q 01 v x J N 00 1 x Q d- d v J rn LO 00 1 rn i 3 Q 0 N 0 v J ai LZ o 0 :a U J LZ a> N \ w 0 0 O CV [V 0 0 N LLl C> m 0 WEATHER RESISITIVE BARRIER (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE / Y+ WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WAI I RY R IN S DO NOS BOTTOI CI AAI(�I SELF -ADHERED FLASHING HALF ROUND WINDOW 1 L/"1V1 IIIYV I ll'�VI III�V SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- V 411 PER PLAN V-0" PER PLAN 8" CMU 4"OR8"CMU ° (PER SEAT DEPTH) FILL WITH GROUT � SLOPED MUD BED e VINYL SHOWER PAN I SLOPE ° H SLOPE - ° a a a ° 4 SHOWER SEAT WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING E AM la _ WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND O OR EQUAL WEATHER PROOF CAULKING O SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER_��e THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 0 Q W m Z �I gli g W W a_ c- = W U W LU _ cc Q � W `/) I O I� SELF-ADHEP SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 0 I�0 SELF -ADHERED FLASHING OUTSIDE CORNER C I STRIP OF SAF \ // DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF '� FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH I 1 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING 7 SCORED RELEASE PAPER r (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SOFFIT/CANTILEVER SELF -ADHERED FLASHING INSIDE CORNER -(Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS �t 11S\l STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF 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 #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 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 rn �O CV rn _o CV 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 - Residenlial 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q E � g O C co to r-�p W N =i V (0o, O p O pr MN � N -J LL aN0 lL , 0 N .2 `n Enu, =LL W rL_ as N a ' M i w vi s iro z � 0) Y 0 CIEo �o C CV ir0 OD co co - 2E1' �o a0 Z ILW N M NZ QQ Q O Z �� ❑❑❑❑ W �- C� Z N O � o Z ro v o � z � o 4­1�r-� LL y� Y `V W 0 a O� w � Ln �N c E 2 o U on - T E o s = U o • Q o o CDZ M Cl) z 9 Z U_ of z a o �� m zo _® Z n o C. N x0 a= �` w o 00 �Z 0 XZ a? o� < W o .�Z ? m Z Z�� mm >z $Z 3 p S g° d wLL a nw W U �o az o Q< ;o a mi �N .o > 4 ^L1 W ■ � T > O V�/� ` \^ ` U 0 '^ m �/••� V cc _ Ni_ MID Q 0) •� J �-" L J ' ° I Ln 0 ^ N r T �- co N o Z m Z E 0 iri r m o cc a. 1 U � Q p JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. W P 0HU14R/CANE1 Mounting Brackets (10 Gaugei 4-1 /2" x 4-1 i 2' x 2-12" See Anchor Schedule Bons- 112" Dia. A325 (TYP-) Washers t3 0 Self-i kinq Nuts Tt Back Cross Support �,,, �"' (May be cut to W) Right Bracket 06 Gauge) 14 Self -Drilling Screws A/C U"t BOUM Edge ­ - -Hurricalm Strap (Typical: 3 in front) Front Cross Support =May be cut to W) Left Bt'aClctt (16 Gauge) q i 4 Self Driling Screws Thru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical- 3 each side for hurricane use) Spmdk u ui[Ltbuat enuruiL== arr pnNKW wA tra#t Hurirlc a .Ate $fm R&&WA Sai drawin aV*U16 upon tregnint t - liee.rm . r) < (IZ4P:orineciora r e Slmpaon/;a>aecitua s 09P allock No. Ptorft statewwo Pr4dulct Ap pt*W No, Evailul tilim Report ftoft POIS) Simpson No Fhxw t stet de Pr"Wit Approvetwo Evaluif"Report teaais [ Ota) 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 R6 ESR-3445 HU212-2 FL10856 R5 ESR-2549 HD216 FL17232 R6 ESR-3445 HU216 FL10856 R5 ESR-2549 HD216-3 FL17232 R6 ESR-3445 HU216-3 FL10856 R5 ESR-2549 HD26 FL17232 R6 ESR-3445 HU26 FL10856 R5 ESR-2549 HD28-2 FL17232 R6 ESR-3445 HU28-2 FL10856 R5 ESR-2549 HD410 FL17232 R6 ESR-3445 HU410 FL10856 R5 ESR-2549 HD412 FL17232 R6 ESR-3445 HU412 FL10856 R5 ESR-2549 HD610 FL17232 R6 ESR-3445 HU610 FL10856 R5 ESR-2549 H00410 FL17241 R4 ESR-3444 HUC0410 FL11468 R4 SIM200804 HGA10 FL17699 R1 Evaluation Report HGA10KT FL11470 R4 SIM200803 HGAM10 FL17699 R1 Evaluation Report HGAM10KT FL11470 R4 SIM200803 HHCP2 FL17236 R4 ESR-3448 HCP2 FL10447 R4 ESR-2551 HTA16 FL17680 R2 Evaluation Report HETA16 FL11473 R4 SIM200802 HTA20-18 FL17680 R2 Evaluation Report HETA20 FL71473 R4 SIM200802 HTT16 FL17324 R4 Evaluation Report HT1716 FL11496 R4 ES-0130 HTT45 FL17324 R4 Evaluation Report HTT22 FL11496 R4 ES-0130 HTW16 FL17244 R2 ESR-3455 HTS16 FL10456 R4 ESR-2613 HTW20 FL17244 R2 ESR-3455 HTS20 FL10456 R4 ESR-2613 HTW24 FL17244 R2 ESR-3455 HTS24 FL10456 R4 ESR-2613 HTW30 FL17244 R2 ESR-3455 HTS30 FL10456 R4 ESR-2613 HTWM16 FL6223 R4 Evaluation Report HTSM16 FL11473 R4 SIM200802 HTWM20 FL6223 R4 Evaluation Report HTSM20 FL11473 R4 SIM200802 HUGT2 FL6223 R4 Evaluation Report HGT2 FL10456 R4 ESR-2613 HUGT3 FL6223 R4 Evaluation Report HGT3 FL10456 R4 ESR-2613 HUS210-2 FL17232 R6 ESR-3445 HUS210-2 FL10856 R5 ESR-2549 HUS212-2 FL17232 R6 ESR-3445 HUS212-2 FL10856 R5 ESR-2549 HUS26 FL17232 R6 ESR-3445 HUS26 FL10856 R5 ESR-2549 HUS28 FL17232 R6 ESR-3445 HUS28 FL10856 R5 ESR-2549 HUS28-2 FL17232 R6 ESR-3445 HUS28-2 FL10856 R5 ESR-2549 JL24 FL17232 R6 ESR-3445 LU24 FL10655 R4 ESR-2549 JL26 FL17232 R6 ESR-3445 LU26 FL10655 R4 ESR-2549 JUS210-2 FL17232 R6 ESR-3445 LUS210-2 FL10655 R4 ESR-2549 JUS24 FL17232 R6 ESR-3445 LUS24 FL10655 R4 ESR-2549 JUS26 FL17232 R6 ESR-3445 LUS26 FL10655 R4 ESR-2549 JUS26-2 FL17232 R6 ESR-3445 LUS26-2 FL10655 R4 ESR-2549 JUS28 FL17232 R6 ESR-3445 LUS28 FL10655 R4 ESR-2549 JUS46 FL17232 R6 ESR-3445 LUS46 FL10655 R4 ESR-2549 KLEG3 FL17241 R4 ESR-3444 LEG3 FL10667 R5 ESR-2615 KST260 FL17244 R2 ESR-3455 MST60 FL10852 R4 ESR-2105 LSTA12 FL17244 R2 ESR-3455 LSTA12 FL10852 R4 ESR-2105 LSTA15 FL17244 R2 ESR-3455 LSTA15 FL10852 R4 ESR-2105 LSTA18 FL17244 R2 ESR-3465 LSTA18 FL10852 R4 ESR-2105 LSTA24 FL17244 R2 ESR-3455 LSTA24 FL10852 R4 ESR-2105 LSTA30 FL17244 R2 ESR-3455 LSTA30 FL10852 R4 ESR-2105 LSTA36 FL17244 R2 ESR-3455 LSTA36 FL10852 R4 ESR-2105 LTS19 FL17219 R2 ER-0200 0719 FL11496 R4 ER-130 LTS208 FL17219 R2 ER-0200 LTT20B FL11496 R4 ER-130 LTT131 FL17219 R2 ER-0200 1_77131 FL11496 R4 ER-130 LTW12 FL17244 R2 ESR-3455 LTS12 FL10456 R4 ESR-2613 LUGT2 FL17240 R1 ESR-3447 LGT2 FL11470 R4 SIM200803 MP3 FL17244 R2 ESR-3455 LS30 FL10446 R5 ESR-2606 MP34 FL17244 R2 ESR-3455 A34 FL10446 R5 ESR-2606 MP4F FL17244 R2 ESR-3455 LTP4 FL10446 R5 ESR-2606 MP5 FL17244 R2 ESR-3455 LS50 FL10446 R5 ESR-2606 MPH3516 FL17240 R1 ESR-3447 WM1416 FL10667 R5 ESR-2615 MSTA12 FL17244 R2 ESR-3455 MSTA12 FL10852 R4 ESR-2105 MSTA15 FL17244 R2 ESR-3455 MSTA15 FL10852 R4 ESR-2105 MSTA18 FL17244 R2 ESR-3455 MSTA18 FL10852 R4 ESR-2105 MSTA24 FL17244 R2 ESR-3455 MSTA24 FL10852 R4 ESR-2105 MSTA36 FL17244 R2 ESR-3455 MSTA36 FL10852 R4 ESR-2105 MSTC40 FL17244 R2 ESR-3455 MSTC40 FL10852 R4 ESR-2105 MSTC52 FL17244 R2 ESR-3455 MSTC52 FL10852 R4 ESR-2105 MTW12 FL17244 R2 ESR-3455 MTS12 FL10456 R4 ESR-2613 MTW16 FL17244 R2 ESR-3455 MTS16 FL10456 R4 ESR-2613 MTW18 FL17244 R2 ESR-3455 MTS1B FL10456 R4 ESR-2613 MTW20 FL17244 R2 ESR-3455 MTS20 FL10456 R4 ESR-2613 MUGT15 FL17240 R1 ESR-3447 MGT FL11470 R4 SIM200803 NFM35X12 FL578 R5 Evaluation Report MBHA3.56/11.25 FL13904 R4 ESR-2616 NFM35X16U FL578 R5 Evaluation Report MBHA3.56/16 FL13904 R4 ESR-2616 PAU44 FL17239 R4 ESR-3449 HDU2-SDS2.5 FL10441 R5 ESR-2330 PAU66 FL17239 R4 ESR-3449 GLTV3.516 FL10667 R5 ESR-2615 PHD2A FL17219 R2 ER-0200 FGTR FL11473 R4 SIM200802 PHXU3516 FL17241 R4 ESR-3444 CS16 FL10852 R4 ESR-2105 RFUS FL6223 R4 Evaluation Report H1 FL10456 R4 ESR-2613 RS150 FL17244 R2 ESR-3455 H10 FL10456 R4 ESR-2613 RT15 FL17236 R4 ESR-3448 H10-2 FL10456 R4 ESR-2613 RT16-2 FL17236 R4 ESR-3448 H10A FL10456 R4 ESR-2613 RT16A FL17236 R4 ESR-3448 H3 FL10456 R4 ESR-2613 RT3A FL17236 R4 ESR-3448 H4 FL10456 R4 ESR-2613 RT4 FL17236 R4 ESR-3448 HS FL10456 R4 ESR-2613 RT5 FL17236 R4 ESR-3448 H2.5 FL10456 R4 ESR-2613 RT7 FL17236 R4 ESR-3448 H2.5A FL10456 R4 ESR-2613 RT7A FL17236 R4 ESR-3448 H8 FL11470 R4 SIM200803 RT8A FL17236 R4 ESR-3448 SP1 FL10456 R4 ESR-2613 SPT22 FL17244 R2 ESR-3455 SP2 FL10456 R4 ESR-2613 SPT24 FL17244 R2 ESR-3455 SP4 FL10456 R4 ESR-2613 SPT4 FL17244 R2 ESR-3455 SP6 FL10456 R4 ESR-2613 SPT6 FL17244 R2 ESR-3455 SP8 FL10456 R4 ESR-2613 SPT8 FL17244 R2 ESR-3455 SPH4 FL10456 R4 ESR-2613 SPTH4 FL17244 R2 ESR-3455 SPH6 FL10456 R4 ESR-2613 SPTH6 FL17244 R2 ESR-3455 SPH8 FL10456 R4 ESR-2613 SPTH8 FL17244 R2 ESR-3455 U24 FL10655 R4 ESR-2549 SUH24 FL17232 R6 ESR-3445 HHUS28-2 FL10655 R4 ESR-2549 THD28 FL17232 R6 ESR-3445 HHUS410 FL10655 R4 ESR-2549 THD28-2 FL17232 R6 ESR-3445 HGUS5.25/12 FL11468 R4 SIM200804 THD410 FL17232 R6 ESR-3445 HGUS414 FL11468 R4 SIM200804 THD412 FL17232 R6 ESR-3445 HDQ8-SDS3 FL10441 R5 ESR-2330 THD612 FL17232 R6 ESR-3445 MSTAM24 FL11473 R4 SIM200802 THDH414 FL17232 R6 ESR-3445 MSTAM36 FL11473 R4 SIM20DB02 UGTS3F FL2033 R5 Evaluation Report MSTCM40 FL11473 R4 SIM200802 UPHD8 FL17219 R2 ER-0200 HHETA20 FL11473 R4 SIM200802 LGT3-SDS2.5 FL11470 R4 SIM200803 LGUM26-2 FL11473 R4 SIM200802 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 -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481,14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL1522&5 +67.0/-87.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251, 10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.01.32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WinclCode Doors We (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D, METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Wndows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Wndows and Doors Series 188 FL15351A +40.0/-50.0 psf C. FIXED MI Wndows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Undedaymem FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DAA Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum Gulf -ok 16" wide roof panel FL116511 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 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 - FL8527.5 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 CD N Cts a--r U L 2- C O O .tM CU C cn C cu C) cu (� O0 Q Q = O ICU U- O .� 0 O L 2 C �/C W 0- Q Z Z W J to E 0 > s_ CL C�L L' U 0 L OL Cf) U m F- O sCU w z J z J a. SHEET NO. PA 1.0. ! I I ^fie W Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page, a a lznvxla Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pg. 3d 8 1211212018 Floras DlpYlbrN111 of Business & Prolla tonal Regulation Codes °� Standards Product Approval Applcatioen DaWI Pegs 1 w i +�07° FlOdds Dep•Antent of Business & PFO�llot d Reosidon Coda and Standards+010 Product APPrewl APplksflan �I Page, w, \ to V W ^' U p -1-0 /^r�W11 Q � � �sW� • � U }a Cn .�..I a�•� •� `♦o CU trJY U ///�����` c LO_ O L- W �0 C O O 6 a 1••�� Cy O 4- ICU /> vJ TS O O C9d4 Entity or 291 gMI Data Pend- 2111g jyga )anion Muwheturer contact Enalneer a Lleense Validated By y3ggatyt $Mutes FBC A -I Agpmygd Status Revision 2017 Therm*Tru Corporation Rick W49H Lyndon F. Schmidt, P.E. Ryon J. King, P.E. 1 W152017 07/122017 10/182017 12m 22017 Appravad Cdegwy: EAwiw Door (419) 298-1740 PE-43409 (813) 767-6655 subceegory:Swhghg Estarlar Door Assembles f Iwv4P vbidgcomrLdt.lc. CompYanu Method:EValudon Repodtfoma can Florida R.;,tered Archaed or a Lkensed Florkh Professional Engineer FLM014t2 Products Duality Aasw•nu A-ed for Use Aaaroved for Use Wroact Deal- AlaPradud Model. samisen orNvne e(gguet oeeedadm LararxtExoinwbn Oab in HVHZ Oubde HVHZ Reecho Presaun 1 a. Therma-Tru Fiber -Classic and Smooth -Sew Nominal 6ra09:8 EquotV&n4 peduok 8qOpaque 12/312020 No Yes No WA Cemposae Edge Fbalglass Single Door Onswmg/OulwAng: X camgurallon) 2ift 2NA Date P rullno PAL Ira Venlan Manufacturer s3yay End- 6 Us- VNidded 8y validated Submitted FBC A-ul AggLgyed lyya Revblon 2017 Therme-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryes J. King, P.E. 12/132017 12/132017 12212017 O2m 320,e Approved category: Eldtdw Doom (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: S%"Ing Exterior Door Assemblies nckw0rwWdgmVil ds. Complanu Mettroa: Evaluebn Repon lmma core Florida Registered Arched or a Licensed Fbrws Professional Engine FLa204S14t3 Products OuaIINAsswsu,* Aooroyed for Use Aoororadfar Use knuact Deslon Seat Pretluct MatlN. NumbarwNwne Product Oesenwion Contnet Ezairatbn Data iatlYtii Outsbs HV/fZ Resistant lYauMR ber- 1 a. Therm.Tru FCasassic anal Smooth -Star Nominal 6&039;8 &quoINon-Impsd& p*t Opaque 12/312021 No Yes No WA composite Edge Fiberglass Single Ooor (InsoftRMswhig; X cadlpuretion) 220 lines-g 20 go RdLbo" 20 MEN Y10� � SILO )�B2 Yll� l'+� FAC Amassed Aar L" RevJMwn 2017 Thwm►Tru Corpoatlm RIrk VBIgM itetldW Acondbaona Ron J. IOrg, P.E. 1200WIT 09212M7 1222=7 Appravwd catieaary: EdaAor Doges (419)2MI740 MafwgeMe heWw (013)767.WN 61eC4era@rin EdarkK Door A«embl« d*e�- Daanlalbee Motet CerIIN- 1- Madeor LYWg am 6lllt>I■l,Emi■t tad got■ Lae b■■Wt9itliNam Mulder bs11■ 1 a 8ewt CknbCm08eak and 6quotllell@lerualk by "and SA Opsen and Gteaod Feeglre Dow war 12131=1 W yes No WA TM MI -T'n*4u4 and arraw aM.a... NON" Was desabp 2 aft 20 Rel� 20 mm Y� COVAIM l�Lrt� Y1�m Y� Ltd E�Awrow AssignedLot■ Revblon 2017 ThWWTO Corowadwi RkkvMlgat WYornalAaaesodon& Ryes J. long, P.E. 122012017 0921=17 11=2=17 Approvall categarr: Estedor DOM N,q 7.%1710 MaMg«onl MMbte (61J)767Q666 SWOODSW Swkel+9 Etdrler DawAl as riblee ddavOewnMpoenwrtenb. eaepger«Mabat Cafftelarn Mark or Lwbg guwkh t■ Aterrdlotga AsomadiKWt lased Rift Am Egli h101it i SWIM Emge■ 5 a. dgtwt8mopM4b*pwk wag 6gaaC6ancMrt by "and Lo Opaq« w and Glued F1W, Doarth 121312021 No Y« No WA Tlwme-Truggw; Was MBna SMweM. hMMag Was owwg rasa ru r- k modh- ar h qu I quw; peque o es W 6 f, fiermrTn F7ber•Ctesalc ere Smoalh-Sear Nommal e1dg9;06quoiNoMrtpactedMOL Opaque 12/312001 No Vas No WA 9 L Therma•Tru Fber-Classic sod SmoaMSter Composes Edge Fiberglass Single Dow rwM X e on Nominal 6MS;86gUotV0h-Impact&qW; Glasad 12/312020 Composite Edge Fiberglass Single Dow Q-Angrouts"; X configuration) No Yes No WA 9 I. ThennaTn! Fber-Clesslc and Smooth -Star Compose Edge FbenglMs Single Doe pnaVingA7M ; x r urebn) Nominal 66M39;86quo rlionlmped6quol: Glared 17/312021 Composite Edge Fiberglass Single Doe mndn ;X cords rWon No Yes No WA ' - �•/ `VyJ, '^ L v♦ '^ +, V, CU i (/a� /�� te �F- // VJ CD - �- 14 n. ThormaTru Fiber-Casassic anal SmooOhSla Nanmk 6W9:g 6qu9INoh4mpadAquoI; Glued 12/31/2020 No Yes No WA Photon., ru e Composite Edge FlbergMss Single Dow Composite Edge Fbergless Smgle Dow omp (InaMngAkXswing: X configuration) X e Mon Fiorlda Department of Bushim & Prohniored Reguledw Rg., w, Fbdde Depertment of Busline" & Profassioial Regulation Page 1 w 1 Ponds DepeMwnt of Bushels & Profeesim Regulation Pape, w l Flonds Deparlinsnt of Bualiless & Professional Regulation nap, w 1 Bull V Cod" end Standards ,leap$ Mft Codes and Standards IN=@ Mft Codes and Standads u5=16 Btildip Codas ad Standards vermle Product Approval Appiloadon DdW Product Approval Application Odell Product Approval Applcadon OetaN Product Approval AppNeeUon DetaN "SLUM goi Mod Ymm Radeon 20/T nomb9 rt MI V*Wms and Dom GYeey: Ewebr Down b+bCaeraorr: asks Edwbr DoorAOeenebe Cowpbrw NW*& evaluation Repot Awn a Raga Ragweed Ardnbd or a Linwood PO Probeft Elgnae ■■m grad NaroMLALreai Yalddedit is"Sssger LUb FIft" laws Steven K tkid%PE (717) 3E633M PE-02514 (/17) 317-OW we . atN■' a" gdk able Yalddat Lioilal COM M7 0SI112017 2MLbod■ gar EIFAmKm Aeemrd 060,162017 101102017 a" Approved Wi I= )(retie RevMbn 2017 EMdONK sit random and Doors GYeeT: Edwbr own ; Sees Mbarke Oita Asn bNn Cor*Umo Matltst Evaluation Ropal wane a FIwW ReOfalrud Arohluierrs Lkorrud PbrsM Prolumbrrl Enowr omm glow SMUT tAIMM YdilaledJaL 9andsessw Luis Raborw Lansa 50wer Y, WM PE (?M 30&M PE4 2514 (?17) 317-M64 bgsa gin gale gala DOLasm Yt1i1W MOM EWAMMIN g6N3r21117 0111111112017 oem5m17 Wall ANON 10MW2017 Lin Approead 9ti i>m Masan RsAWW 2017 lrridrY W VA I- and Deaa Category: Ede 1 Dodd Cowgl6r+os Wbot EveuaSon Repot aaam FfonMa RagNawlAnshbedweLlonnaidFbtete ProIaWNW Enyow ®dole[ Seared gooNtllom 7d111e" awn Salnitar Lab Robefb La«e SMwn aL LMd6 PE (717) PE-8Z!f1I t t Wee sofa WleLnrea Yalilat brand E iAMON 06Hffi017 WM12017 OWSM17 lira AEarirm lor102017 YCa Apposed Sit■ mm gown Revbbn 2017 Moubd= Nevis and Doom oWICAng E7MMr D«m lay: estate Exterior Dow Coaq I Usborb EVIMw+wn Repoa atmm FbrWN in I Ardrbot or a LlMNW FbM@ In ofaublW Engineer LIrLQ 90" WalratllJfrM meld" OWd8ahgwr LUY Robert Lam atewn Y. ucldt, PE (717) 966J3g0 PE-62614 (717) ]17-M64 own 2da ash RMKEN IR MOM L.r■■ PWAnomNA 06M32017 06(112017 0001162017 Wee /owned 10I1012017 W■ Appnovod EUMBIUALEMdEk OMML ■m■ Ae1nnUKila AawassifnelW Yard Wd■ FLOISU24bg.Prodwe AgKMMAIXUR AaOmdloWi lased Wd■ FLiMASU4U.Edtod-ft gmwka m■ AOarorldbrUes AnKagad fmUm mom Rift Bt!■1 .lmirh gLreLee■iaw A9amstiLget AeMmnIDclbtt ilmd Wan■ Let 3 SERIEB 420 ALusefasi SOD REWORDED UL291 BFAIEB�ss SW REWORDED OXO /21312M5 hello CuomomYtii No Lddd Y« No b)l■■ WA Lee 4 Podualt SEM 420 ALLMM 300 RssLFOIMS® SERIES D OX. 12131MMS inw4m 99rlillMi No Y« emir Me f1 WA Lae 1 SERIES 420 ALUMINUM SGD EMOWJkNdlft S6tsS� SW OKO 122/2018 iI= glowLEfei No Y« Bier W Ere WA am 2 1420 ALUMINUM SOD Wr � �DXX izelp D1e has WMIWN= No Y« r6nr6t No Pretend WA Florlds DepaMNM of Bueiass & Professional Regulation wit, w, Florida Department of Business & Professional Regulstbn Iropa, w 1 Florida DepaArtant of &Lads" & PPof"sim l Regulation papa, w l Flu Department of Busirms & Professional Regulation Page, o, I Btlilalrp Codes and Standards tMols Building Codes and Standards talm+e Building Codes and Standards ,armle Bliwdirp Codas and Standards ,16so1e Product Approval Application Detall Product Approval Appftndm 0" Product Approval APPMatlon Defoe Product Approval Application Detd gaga J]■ Ymi■ mumbiea[ AWkig Said WlortAlla■I tialdmmm era sofa YJilod JAMW Lebo" gala 1111gA■®d ANMW Lot■ Wi mm Ymra dmmbma[ &skit now Ldowtiuw YOIddWJeL M 20 901ndm YrMYW aubm M EWid■®I RIMS ammum awn gob I= Mmra rmidlac Wla omkmKAUW Ys111N" Wh Wet gdatnd■ YalliM idirild IJ&Ammmg gals A■®rd Lear 9ai L" )wml■ rariaa■t Ildltz Mdkkriik gnat gar LrEarLa lfamad lire"i HgA■now 20 A■■rd am" Cn fee" 21117 adismaLmama Ckpeyr0 111 Produce Company C@4 aW. 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S , SM.63: 64A, 94, 73, 75, IBM,. ON GID 4Ra7, Mar, , G 6RSFM A 66, Ass, 428E DO$. GOBS, OD66V, OR68, GR68H, AR66, APM81f, ID68, EDBSV 9iota w amfild2oodOn 2LIlmdAmblwA* Stets Pet (ash, 26 ga.) 4; VY6 Q a (9Y'te 1etY OY212026 wine) N6M000EaNT4; Wit GeNge Dow A■®rdhW■ AMEMMUkLm henna 9NWALL 0li No Y« a" Bohm No 91r11■ brem +30 PSF P6FW0 "BoawMEmada �l B SssIEB 420 ALUIaNUe ss0 REINFORCED 9910 LA■m■ ! SERIES 420 ALUMINUM 8W REIiFORCED ))IX I2/3112016 1438apatt 9WIVI; An ouLkLum Aettis10mtm u h-MM ! 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BderW Dean eWCategey:Edarl0Dow CwanygefeM Ilelllod: Oetleeeen Mark w LwMg loan 9ssar a■ricAINt YeadidleL Dedle Dew UL LA.0 Tod Benflanl PE (541) 4114-2044 (]06) 0564707 m Wr era Yelird NOW 11190m17 10Ge2017 Whbeem Wit MICA■md A■ M M 12A1f2M7 Lot■ Approved Revision 2017 MlWindowsand Doors category:NAnows Subcategory: Skgle Hung Compliance Method: certification Mark or Udkg pLftT4@fA2 Product* BrentSilinge AmericanArchtedurel StevenM.Ulan.PE (1`17)365-3300 MamaadurentAssocwtim (717)317-8464 bsnngentemld.com Duality Asaunnce 12290017 12/132017 Aoeroved for Lis, Aaaroved for Un MAe2018 1,-t Psalm Approved Wi TM Mass ReAnon 2D17 IYrirOot cbm Bn- P-kmmc-ww Category: Edarbr oeom eakCateeery: Swllwol Edwbr Door AMMriW C«pBrw Mallet Cafllm n Mark or Lbsg Leta Sadm4 Ye106rkwr Yendltk Iasi YMMtera k .-T Sarvton, let Guy Pb~ «tine (313) 77460a4 Was. 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