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Home My WebLink About39712 Harmon Grove CtA chi P��.�C� �o L Teti �F3 _a Q \ IIL INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN ABBREVIATIONS 7.1 ROOF FRAMING PLAN AB or A.B. Anchor Bolt ABV orAbv. Above AC or A/C Air -Conditioner ADJ or ADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh Bookshelf BLK or BLK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONN or CONN. Connection CONT or Cont Continuous CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DIED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. Diverter Valve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Fig. Footing FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int Interior KIWALL or KIWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. linear Ft. LL Lintel Length LT laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Minor ML or M.L. Microlam MONO or Mono Monolithic MWorMICRO orMicro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PIED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Paraliam PLF Pounds per linear foot PLNT SHLF or Pk. Sh. Plant Shelf PLT HT or Pit Ht Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or RA. Return Air RAD or Red. Radius RAG or Rag. ReturnAir Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing READ or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, RIS, R/SH or R&S Rod and Shelf SD or SO. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SO FT or SF or S.F. Square Foot (feet) SO or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O. P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WOW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting UNO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERT or Vert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) WP WaterProof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 8 LINTEL DETAILS SN STRUCTURAL NOTES SN 1 DETAILS S DETAILS DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS &DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES PLAN REVISIONS DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 08-20-15 1.0 NEW BASE PLAN 1E INI Aix 11 12-08-15 2.0 F RAM E-WAL REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-22-16 3.0 A 1 B 1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 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. 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 1 W—C MPH 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. 2575 f�. I fw 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 Gpppppp� 8 tC-, tD cnO V N N C N N LL M to # , r Co d 13�r Z � LL LL M W rn ai Ca a � L 0' =1 . m°m° W IL 6N�p ET°' o rn Z M N 2 J Z °6 DOD W Z p R v J M �Np U) Ln Z C U f6 U W M a OL. c/1 c E � V Co � LLJ C' O U I _ • Q S� � y W Z M J Z o Na I � a E �z �® oa t0 U o L� of N *Z °dZ WS < gW WJ w L C O T yOJ .0cz m O Ou 2 QW Z� Q) 3 $ o O �W oLL O �Ir Vim' 0 �N = Lo CC m ^, W ca .> �Y U 00 Q o o O 0 C (� E V to = N r N = 04 N r oo ' M d re E N Z c JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. C S .. .. 1 L.. . a - - -. d _t-� Q 9 N z it d Go 0 N LO 55 N z a 00 O 01 TYP @ 2 STORY J S6 H.B. civv r-- - -- t� z� {I OPT. REF. 4 16 5-SH DEEP -- D 2x6 WALL - - - - - - - - - - - - r III III 266 B.F III " io I I I 2368 KITCHEN - r5 . "' A Os N 8- F T LG. CC I I I 1 I 1 I I I 10 Ig l p r - 4'-0" o f -F--- -- - -- L-J LI44 EDGE OF SLAB 2" BEYOND WALL 20'-6" I ( I I I I I > I O I N 6'-2" 6-6" 4'-10" T 2 CAR GARAGE f PATIO DINING ROOM 0 8'-8" FLAT CLG. O CARPET ` t° � tr r (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ 8'-8" FLAT CLG. AFF BUILDER TO PROVIDE 2'-6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC O (3)2X4#2SPF W/ (3)16d TOENAILST N @BASE W.H. I I I I I I I I I I I I I I I I I I I D I I L__-- S3 -- --- (3) 2X4 #2 SPF W/ (3)16d TOENAILS @BASE 4 N ' N BASE TYP @ 2 STORY S6 16'-48 �I Cr O pp r OI 8 u- u- T-8"J T-8" T-6" ------ la FOYER I 3068 8'-8" FLAT CLG. TILE e 6-0" '-2" (2) #5'S M U ' 2068 B.F. " TRY I - - -HDR AT T-4" - _ 8'�8" FLAT CLG. ----------- - fi�F- ZD co o 5-SH 099 - I 00 _ OG "' rALI _ FAMILY ROOM 8'-8" FLAT CLG. CARPET FLOOR G.T. - - - - _ N FL O G S3 P (3) 2X4 #2 SPF W/ (3)16d 8'-8' F T G. TOENAILS@ BASE 12 - 42" SLOPING HALF WALL ° 11 _ _ _ _ lu _ _ 9- 1 1 21 31 I I I I I Up I I I I I I I I 16R I I I I I 1 3 I _ LU PLUMBING LINE jp IM TO SECOND j Q FLOOR $I 1 Cr U. I tL FLEX I o 8-8 FLAT CLG. �z CARPET I 1 I J A C') 1 I I T14 @ 2 STORY J I S6 I I I (2) #5'S ' M ;0 r CO CDb CPAD AC PAD oo th H.B.� J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 114 LVL Z.OE Fb=2600 PSI H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 71 /4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20X38 18 X37 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 S.H. 16 20 X 72 18 } X 71 4 S.H. 1 H2 27 1 /4 X 26 26 X 25 S.H. 111-13 27 114 X 38 26 x 371 S.H. 1 H4 27 j X 50 1 26 x 50 S.H. 11-15 27 X63 26X621/2 S.H. 11-16 27 X72 26X71112 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 501 36 j X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 } S.H. 33 54 X 381j 52 J X 371 S.H. 34 54 X 50 j 52 J x 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 WA S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 G� SEE SN SHEET OH SEE SN SHEET � 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE r +34.0 / -44.8 WALL LEGEND 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" FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 INSULATION REQ. LOCATION EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) �/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 14"= �-O�r (GARAGE / LIVING) �►,�+��1lrtrt►;ys�J J .a t J J%• ` 7�1��' JJiJii . t, I To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential eth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 8 N m pup G N _ ti W J C ,Nr y oNp U. ari ?3J�� LL W j tL N J LL G. aic°rii S a+R Z vt°CD 0o 0 CC 2g m m m gr` `° ¢ � E�_ Z ILW 0 a '-� N 0 Q 04 3 z U ♦- °01 1 W Z N 01 z a. V LL � U OW NLU c ,® U = O 0� i14 o M M i9 w Z Q J E o Ri � z0 oa N U ao& of N i °do a wz� � w r0 C d° f 0 oLL z � J a'0 �z s �° U a W d ci 3 �i; �w � "LL Z r O co � a 0 `N = �U N cu f 1/ U 00 oo�fttub.. o � O m c E L / VJ .T� = 04 t C N i (0n N r E 00 CV) r o z lD z E O E t1f com a 0 a o JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 1.0 ii, l� Ili l g1tril f111111 liqrI'll I "'41WRIMMill"IM !�tlli Imo!_ fli■IPI�IIIf1�1UlA' EXT. WALL TO BE 2x4 #2 SPF STUD @ 16"0L- J U.N.O. 16 IT BEAM 15 SLOPED CEILING 14 TO MAINTAIN T-5" HEADER HEIGHT 13 U I 12 Z 12x8 #2 SY P JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 11 CLIP C R LUS26 HANGER TO U LEDGER 10 I 2x12 H R. w/ (3) 2x STUDS AT -1 EA. END FOR BEARING "PLYWOOD @ g U? LANDING I STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 8 - CLIP TO HDR. 00 1x TREADS (TYP.) 6 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL @ 16" O.C.�� /4 I / /3/ /,2 1 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. TYP @ CORNERS U.N.O. R&S r------ I ---1 I J S6 EGRESS O CC, SURROUN 1 W.I.C. I I TYP @ 2 STORY B DROOM 4 P " 1 8'-0" FLAT CLG. Gal I - _7r - j - 8,-0"FLATCARPET LG ROOF G.T. 13'-0"- - - TIL - 2 - - BEDROOM 3 8'-0" FLAT CLG. CARPET O W _ - - 11'-8" = Cl) N 6 H2 D2 iv 6_54" 2'-4" 4,_2 „ 0 00 G TYP @ 2 STORY W N 4068 B.F. ,o co - 1 O I S6 w Z LL � o z_ m tn� 00 - - _ T N � - 2'-3" 11 2668 N 4068 B.F. ------------- N SHOWER IBERGLA FB SURI�OUN ! T - - - - - - - - - R&S 4'-0" 5' 10" . C 00 6'-1 64" 2 -42 2668 13'-72' 24 8-- o CLGo LL�I00 coCL W � =w Lot I I r H P- -� I 36'yc22" ATTIC I L+: 4 = -� w) -- as co _ �F TI coo 0 TI I d I - �- I Q W BEDROOM 2 OW N 8'-0" FLAT CLG. CARPET - 6 H1 D2 c v -- - - - - _ I o 3 D2 I SIM. W/ FLAI�I I i Ca I o a O 8 ' TIP - 0 L I I�0 CO 3-821" -92 - - r 2868 '-10' 54" 2'-6" 14'-8" 3.5" x 5.25" PL 1.8E HA SON BOX @ 6" A.F.F. 2'4" FB = 2900 I J 16-8" in 4'-0 " T-72' `r1 cn w oo O in W MASTER SUITE 8'-0" FLAT CLG. CARPET -. �6 R.A.G. LOFT 8'-0" FLAT CLG. CARPET IQ 4 H2 D2 ROOF G.T. 16 I I I I I I I' 15 -- -- 14 _ _ _ - N 12 Z _ TYP @ 2 STORY J S6 I l a II Nu_ III= II LL 00 I oc TYP @ 2 STORY S6 ih 4 1 5 1 I I I I I I I I I I 1 I9 I I 1 8 3 D2 39'-0" STAIR CALCULATIONS: TOTAL RISE = 101-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS wl 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of theflight to a point direc tly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/24nch gypsum board. CONT. HANDRAIL RETURN TO WALL DETAIL. A SCALE: NTS SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR @ END OF LANDING CONSTRUCTION NOTES BELOW HDR. BEAM. = 2x8 #2 SYP JOISTS @ LANDING 9 @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 2x12 () 3 MP34 OR LUS26 HANGER ON STRINGERS w/ O EA. SIDE SIMPSON A35/USP o MP34 CLIP TO Z MASONRY OR WOOD WALL, FLOOR SYSTEM OR SEE PLAN LANDING FRAMING 2x8 #2 SYP (P.T. IF MASONRY (2) 2x HDR. Z ga WALL) CONTINUOUS LEDGER REQ'DEND OF w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 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 1 ant EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. ' IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS `" WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT " SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 18JX37i S.H. 14 20 X 50 J 18 } X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18}X71} S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 11-13 27 1/4 X 38 J 26 x 371 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27 JX 63 26 X 62 1/2 S.H. 1116 27JX72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 J S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54X72 52JX71} S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AC� +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND i1111I11111111111 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 "All' I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1491 AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 2584 427 35 3046 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN Al EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) SCALE: %4"=1 r-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED YQ:J�10 vP ; C-D 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 co E 1201 0 J CD r1 0 W fA 7LLN . LLLd a Z >CLL33 aa� vNCD C, W o W �o =•'g mmo m o � 'O W Z LL E cp _J o J Z 04OO N Q cn O z U ❑❑❑ W M N f7 Z- z J M ti iV tPI Q) M Z v = CD LL T U Cn Y o a 0 w IN c �N U CD e, °i a t� o M w Z o � LL. ce Q E E `zo >� oa I- _ E aZca XU of �O pU UZZ o N t 1Z p w= z� ,.Z�• L N c - c 3 m 0 0 zE >Z Z Ju m E rWn '0 N pw 8 W a� U 0 �� aU Mw _W, - MJOco st z°d a= ;3 04 = Lo iu W M c� ry U 00 0 2 0 00 0 CD 0 Ln `m 0) I� = N ' - N r mE 00 T M r- o Z Z E 0 N N m m c d E U � Q p JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 1.1 F IFIP I Llj] LN: 1 71--j KITCHEN ISLAND 0 60 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE CABINET o0 d' O U- O� U- O (V > M M I CV) M 0 a 0 Cn 4 PANTRY HOOD Lj- O OPT. REF. RANGE a MASTER BATH 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER CN KITCHEN MIRROR TUB/SHOWER FINISH PER FLOOR PLAN 0 (V O '■ � rE7m, =ElmuJIM711M BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. IX TOWEL BAR Q. a ON BATHROOM WALL SHWR. o = C� VALVES w o = C 00 - _ rc Co 00 o DISH U ' r LO 0 Cn 0 _ 1 M c'7 TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN 0 00 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12"FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP aniv H BASE 0 00 ED a CO O 2x I'll IM n. U? 00 FRAMING ' ~ r 1 /2" GYP c? BOARD — FIN. FLR. SHELVING 1'-2" CABINETS - O r ce) �, -1 N N N FIN. FLR.. P.T. SOLE PLATE-/ ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"= V-0" BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=1'-0" N O N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N � # 0 04 $"'�, J "� C LL U. a y Q S ' a;CU-52 W . as Z A v� O W a a'O W C N m2OJ o IL IL Z CP 0,.;9 N o o: p rn NQMZ UO J z°� o00 Z (D Cqs Z z� - J f7 d N CA (7 U s LL •U Cn Ypn n Q OW F N c w o s c �p coCD M W z J o m z � o og a® QE N o XU aa0 00 �U z o� N �o <a Ww d L Cj) � o m 0 sz z co N J ; aw Era U az W 3 W �o .0LL N W J _ 1t ax 0 �N = � CC L � 0 .! CO M 0 CO LL ; T �� .2 C7 CO t\ �— o L co O .T� = N N i. CO n N r oo r T Cv, a E v «? Zi a o 1 c -j JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 2.0 ME M6.. ..... r,w _ i �l J,_ .. CV ti 0? 60 n F4 I •1 12 �5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS SMOOTH TEXTURED FLASHING ------------------------------------ T.O.M.. _ _ I iiiiii � CJ WEEP s F1 IMM: 35 SA F1 FRONT ELEVATION - Al 1=I0CW-21 AQQ OUIKYl_l C SCALE: 1 /4"=1'-0" ------- T.O.P. __-_--_ HDR HGT LEFT ELEVATION - Al SCALE: 1,4-,-0 04 FLR. T.O.M. HDR HGT.. FIN FLR IT l_ CO 1.4 DECORATIVE SHUTTER 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 manufacturers recommendations. .% ,,� ' y' • • * ewe •.• C-) Al •ill e� O i E ; ; To the best of the Engineers knowledge, kdormadon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentsl 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W O N C N it Om 17 3 LL N U.O. N y (h W 0 aW Z g �rn�, o 12 m°p W zC SET Z LL rn.al- N o lY Q N a Nat)Z 0 J . . < W U' z z n Z � Q U) Q) Z 0 LL u- . � M •v uu ! �O 0 N c � C) 3 offit G� Cl) W J 11 E m cZ yppy;; z Q 9 � �U oa UO z O E N oa �o azZ� .�„ rp ado WX F O z C oLL U W a Mill o �z �w �I'o �� CO st il'd 0 3 E? > Lo L � W c� :3 Cfl N 0 CO Ll a O �C C7 Cfl m O to = N V I� ._ r N = rn N LO E 00 c M \ T O Z E O E y Z C rp EL U J O Q 0 C J JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 3.1 ,l- •`-too co VMlv —ICO bo M� CV T.O.P. HDR HGT. 12 5� CJ 12 zz::::�5 2nd FIN. --------- ----------------- -------------------- ------------------- FLR. 12 FLASHING T.O.M._________ CJ/WEEP _- - CJ/WEEP __--- FIN FLR 9' RIDGE VENT 12 5� 5068 SGD - ROOF TO BE CENTERED ON DOOR 35-SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 35-SH --------------- TEXTURED -J CEMENTITIOUS FINISH ON C.M.U. (TYP.) EXTERIOR PLASTER ON FRAME REAR ELEVATION - Al SCALE: 1 /4"=1'-0" 12 Q5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS T.O.P. HDR HGT. EXTERIOR PLASTER ZI ON FRAME 25 SH 2nd FIN. ------------- -------------------------------------------------------------------------- ------ FLR. T.O.M. CJ CJ / WEEP CJ -------------�-------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- 2'-0" o TEXTURED BO CEMENTITIOUS FINISH ON C.M.U. (TYP.) FIN FLR RIGHT ELEVATION - Al SCALE: 1 /4"= V-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. 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. `e�tlltllll)��,, .0s �s IV v 4 �0 _; �o ,� p < 0 . P'e ••.� ��' �A `!f pR o ```% 11"; `%,, 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 potions of the drawing pages bearing Engineers signature and seal. 'W = e� pppp O O O C/ �O I♦ 0 or, c h tLL LL N LL LL d N a V1 fh 0. N N �LL a > a < c Z U) ca„ CS WDO W Z L 2 E T rn a go �O� N�MZ U F- Z 0 < U ❑❑❑ W z z � J f1_ t/ I _9Mp � Ut s f� N LU �� N c '— fa U m x c Q N Y 4Q O W M p. Z E 2 y N � � cc I. w ? 0 O Q oa 00 Z O N (O g0 g ao IZ Z r� a> C - SS MO ZZ co J� O Q W sup $� Z TW W TI 4 NZ W � = �I� IIIIIIIIII W > Lo L c� rY U 00 1.1. Cl) T 0° o � = CN 1••_ N = N r E M r o c 0 E co c m0 Q. 0 0 v Qi Q 0 c JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 3.2 Ct r. N N d 2" 2" "NOTE: VARIES 1'-10" 1 CAP CAP 04 1" N FOAM TO BE USED 1" RADIUS ONLY WHEN REQUIRED BY x ^ 1/2" RADIUS 3 1/2" RADIUS ih ao � COMMUNITY SPECS. IF NOT, DETAIL TO BE � 1" 2" OPENING VARIES 2" #2I' ^N = N 3/4" RADIUS 1'-53' 1rr 1n I- BUILT W/ STUCCO. 1/2" RADIUS 1" 1" it EDGE OF 1" 4" VARIES � OPENING _ VARIES 1'.41' 4 1 Cl) 04 21" 2 12" VARIES VARIES �a„ 1 r-4r' 1" 1" 1" 11-0" 1" 1 1/2" RADIUS " 1 � �-�' 2" � � 2 1/2" RADIUS 34" ^^ o"v ._T I I VARIES 1" 34" 11" 34" 1" r' 1" BASE x T io N BASE �N 3" 2' Zn Mlv r' T 4" 4 1 1 N "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN x REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2"' c 1'-6" 1" is r DETAIL TO BE 2" 2" = o BUILT W/ STUCCO. k.1� EDGE OF OPENING �-6 � , - T • = 4 1-1/2" THICK 1-1/2" THICK 4" 10" N �4„ = `7 10" _ N _ T T a 'r 4° 1" _ N 2" 4" 3" 6" 2rr 2n iv W Q (n w Q 1-1/2" THICKrr 21- = �SV - ^ 1 r-5r 51" " � 51rr 1'-4n 3" 1" o T VARIES VARIES Lr > �zt r • VARIES VARIES 4" 8" ill N = r _________ iv iv t °° � �` N 6" 4" T� fV (V KEYSTONE F11 o OPTIONAL °' F11 00 OPTIONAL RsM r + J' 41" R4 " 3'r 4"),KEYSTI:)NE L3" 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4n 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 1a' 1'-64" 14 12 2'-1" 1'-4" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12' 54" 3'-8" 7" _ N 4" S-0" 4" 101, 10" o N f2" co � ` d' E, = N N A z N iD o x fV ' T�y CV o0 0 • M M r �Xa M 12 1'r =v N� = G 1'_1x 1n 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH N O N O O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a a E 8 m N�� 0 Lo c N N C LL rMo W •L' LL�a LL N LL NNMI Q a. vi y u-a � 13Z •c vtn��O OJ W m _ zmm m o�tO W L H E T+I Nci z N a �Z W c Z N f7 z W V LL C1 U Orrr _ � N c �Q `- U 00 LU 0 Q jj�' M N W M Op I ZZZ 6 o_ o E U oLL k z =® oa f6 O r� jV O� oZ z M Cl) c Z O 3i m0 2 z Z to � N 8 W T LL z NW CD y Z O r co O Fi� i �d yi r 00 M. 0 CV = ' ^ Y/ N 1..L L W � c� N U 0_0 �` LL > O C V O m 2 �A 1 O 1 LO f0 = N V I� ._ N = r CO 00 i N \ E ili 4 w M r y Z Z c rp E O E v :: c c a U ° Q p � JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSY1 BON TERMINATION NEC 14, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets apper to 20 amp ckts copper to WH copper to Dryer t Alt, 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 DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE @O RECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P PUSH BUTTON SWITCH (OPTIONAL) �o 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 09 ELECTRIC METER ffl_ ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO WP GFI DISC r------ I I 12'-0" VE IFY METER LOCATION WITH BUI DER H.B. I OPT. REF. VERIFY LOCATION `H' IRRIGATION ELECTRICAL PANEL GFI @ 44" A.F.F. I I I I I � I \ I GAR. GFI @ 44" DOOR n G G A GFI - � i i KITCHENS - . ------------ 1 GFI LJ 2 CAR GARAGE DINING ROOM /PENDANT AS \ / PER SPECS CH 0 / M /M ROUGH -IN FOR C / OPT. CLG. FAN/ / LIGHT PRE -WIRED FAMILY ROOM / � I I � I I I I I I I I I I I I I I L------------ GFI @ 44" „A.F.F. ........ .......... ................ ............... FOYER TO LIGHT AND SWITCH ABOVE \� FLEX ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE GFI I I I I I I I I I I I I I I I I I I I I I I —I MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 0 N .s� 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 potions of the drawing pages bearing Engineer's signature and seat. W F IV Eo O co N t0 U m N ti MNN W V? C,4 x a a Z ui W ui ai �'ti a a �NCD 0 z o f� 9 W.00 m m IL W Z CLW ,�— C N t0 m 2 E T0 oa '.a Za o N . Z V ❑❑❑ W M N Z z <E J O d N _ tD l o � � LL f6, 32 AA M C) a) 0 s° W � l/) t/') c EE ' 20 U m w o g r I o w Z M U_ 19 QZ. E o U �0 =_e N o aZ jo Z C) G N a� ao <o a lZ rw to NC - C mo mN o 2 i�Z Z < g dl d Q3 p Z V V a �F W o a Y'o ila a x Ov 3 'N = �L L. ui ./ N U 00 ; T s 2 /�\ m C7 (@ O In co N T N (fl t N 0) r oO T M T O Z to z E C) w `m a E 0 ¢ o 'i JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEF DUPLEX OUTLET ABOVE COUNTER F;E5wP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH (L"3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS elm TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HER PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl 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 POWER CO. INTERSYSTEM BONDING O TERMINATION PER 71 NEC 14, 250.94 J 200A INDOOR PANEL CENTER copper to lights & outlets copper to 20 amp ckts •2 copper to WH 3 copper to Dryer or 4ro SER Alu CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FC_ ..._.. I I I I I I I I I I ��I ------c- UPPER ELECTRICAL PLAN SCALE:1/4'=V-0" N N i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W cp N f0 r ee�� C.,IQ g 0, V ON C �j N 1-L MMr ep :5 2�V! � ly a M � Z 0 N S W V% ai�ii aa� Byrn 0 1%, W W a.2� ED M mo�'�° �m E TJ o a z Namz° o W c� z � Z n z g v tJ 1 �-J M Z u_ C LL CZ U o 0 LA c x C) Q • C M W Z J LE O vi ¢ z¢o ❑o ZO Q Z � O Ezi O Q �o wZ N .�.. L �a c °t� o m i o oLL Z J y w' Z W Co wLL ; 0LL �W IIIIIIIIII� v _ F zl°d c4 3 LCV = �U-) L T 0 CD U 00 > 2 r O a m 0 c0 CO L.n t\ ._ m = N 0) T N = � � E cor r cr) T_ o :E M C O E �,; ANA' C r C a 0 _ a o JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 4.1 �i luaYd �IabliYiYl�lt n ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented of of vented ventilation to be provided IN. oftilation IN. of SQ.lation Ventilators Ventilators (See Elev) required soffit ti ventilation lation soffit by upper Ventilation Venti needed required needed ventilators Main 0.000000 0.000000 Floor 33 32 5 16 1 8 0.0 0.0 0.0 (Zone 1) Upper 7 2.000000 Floor 1535 1474 211 737 53 368 381.0 105.0 276.0 (Zone 2) *'NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ZONE-1 ATTIC SPACE 33 SQ. FT. ROOF PLAN SCALE: Y4=l'-0" Attic Ventilation I 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 save or comice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. i ��erarr�ertrr��,.011 ��s ti .. ;•U Cb �O L � Uj • Ro"� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F' e� a CO E cc oQ C f71 �p N 9• CSN N C elf LL W fyi =LL LLLLa M a N W h W ej fA LL 0 ujCL > .0 0=O Z �V� p '4)' m m W ILN rn 0) CL N C G m a M < U Z 00013 W C9 Z� zo Q� -� 13 U � a Opro W � N �� _U £ Q 9 A • �Q M J ' o H Z. o g yppy.� F Q f6 O C E V r0O ~ �z z 0 $yay� Up ZQao�� C O a 0 az w� w ado �s rq ,_ O i z z �z a g� O w W Q 3 � o � aLLu N lllllllll� Y UIF- ar Ov `S 0 CV = �L W � C0 U 00 y T c O O ra (7 O LO -0 M I� ._ = 04 T N = N CD r c0 ' N E c c� o Z O E L c a rJ Q p JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 5.0 c d TYP @ 2 STORY J S6 H.B. I _ N r J: .12 STORY il CC r(2) #5 REBAR I is VERTICALS w/ in I S3 I 6'-0" 51- " o I FILLED CELL I ;, _ �r ;scan I I 31/2" II II o 0'-0" 0 o II L JII 3 I I I I M - - - - -------� 1II S3 ;LL J1z F OP4„ I 1 1 10'"� ' 'r---„ N 4'-11" 4'-0" I— — — I all CJIo rr— — — �� --____-- �J — I cM STEPS AS KITCHE NDI OPE I I SLR I REQUIRED PER I LOW WALLS CHASE TO FIELD CONDITIONS I I I I ISLAND EDGE OF SLAB 2" ■ : I BEYOND WALL 1 3-1/2" MIN 3000 PSI CONC. I I 1 1 Y2" SLAB FOR HERNANDO GPROVIDE I RECESS FOR COUNTY ONLY 0 o SLOPE, SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I MASON'S SLOPE `" 1/8":1 0' SLAB OVER 6 MIL 2 STORY FOR WIDTH I VISQUEEN VAPOR I BUILDER TO PROVIDE I -4" BARRIER I _ `APPLIANCE PROTECTION CC (2) #5 REBAR WHEN REQUIRED VERTICALS w/ in I PER FBC S3 1 FILLED CELL '� N — — — — — — ■ NK I r TYP @2STORY J L--------- — ------ '■ :- M S6 I I I PROVIDE Y2' x 9" -4" SLOPE 2'-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ : I p`-0" TOP OF CONC./ PAVER TO BE 4" - 0 1 /8A'-0 R 1 7- BELOW FIN. FLR. S3 M : I I • ■ STUB UP Td 1 " : :::::: : : iW T — — 2'-6" x 2'-6" x 1'-9' W/ (3) #5'S E.W. ■ ■' I r 2ND FLOOR I I I FOR A/C PLUMBING LINE I TO SECOND ( N GGs --Ar FLOOR I CJ CJ o ; fV c N .- r l� t s /I 5'416, L I INDICATES FILLED CELL w/ 3000 / _ PSI CONC. GROUT FROM FT. TO • I —' - I I �—+ BEAM W/ (1) #5 REBAR VERT ' ABOVE SLAB TYP @ ALL PLACES I I Cv -j �I I SHOWN HOOKED FTG. DOWELS 5" I 1° 00 ' I / EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" iv ■: J��' HVAC CHASE A. BASED ON I �0-0„ I J AC PAD AC PAD — — —� j I LOCATION 5'-4" .. 16'-3" S6 TYP @2STORY bo ................ 1i ...... ........ 1i J ... ii ...... ............... i ..... E... M H.B.Q. TYP @2 J STORY S6 6'-4" L 6'-0" L 2'-0" L 2'-0" L 2'-0" L 2'-0" L 2' 64" 1 2'-23." 1 2'-1 5'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & 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 v w z w g ,P ,• W CONTROL JOINT DETAIL SCALE: 3/4" = V-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 ice,: ••. ••�r, �r v',: .i�: ,: •••�; .: • bending the bar w/ min. bar lap of 25". FOUNDATION PLAN SCALE: Y4'=1'-0" TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Se,111111111/��`' 4f •04 �i I 04 • w <: • X, f +'• f��r�pAO i ,% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. 0 H " 8 N Q�p N V J MRr N CNp LL C] 0 � LL J a LL N LL a N M W rA a7CLL °•az Z 0 ¢Nrn o `°ag Ix 0 W 2B°_'O' �o 7" A 'N < C Q O 5 C14 W °U ❑❑❑ z g Q = J N rzrnn W O IDUI ur c = o g 0'. Q CIO M M w ZzZ Lj- E O i W � Q Z� Q Q a E U ca 00 � =_e Wi zO O N iV o °dz o az wZ w � • ro ao �� mi � o N C " ZLL W Z m a WQ U �� 0 �w �k C wz z i zIW p 0 3 rLfi�2-04 � ^L W � c7 1= .� N U CO to m CO LO cc .v = N T N = C4 � N � E 00 rn r- co f o Z E O N L Z C d U J r Q 0 C J JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SVP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2' F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dxl-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 1 518" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 — 2 - 7/8" DIA. BOLTS M HD7B ' 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** — 8 -1 Od P HUS26 1320/3235 "" 1335/2820 " 20 - 16d x 31/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM W 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 (++) (B) ) (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 61 *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR ►f2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02R 4A) INTERSECTIONS. SPLICING CANT LEDGER—J ry LtuGtR 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. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS F FLOOR TRUSS 2x4 CONT. RIBBON W/ 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END gkSEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CM CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: %4"=V-0" santet�t�s `,`ON rr ti� r f l� O O Q, r��tt ff p O a E 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 E a m ��pp fpp°pp 0 0 0 O.N N ik ci J 8 N n C C ti LLLLa 10 dJ LL _ y MN W . rn C CL d Wa W 13 13 ayrnsr 2 O O m m 0 W N N �p T Z 2 ET o .al. N O '0NaM2 A V f- J OV Z ❑❑❑ W U ' Z `q Z Z � Q tJ1 z Ci LU � ) JAL V0 Lill Z* NJ w zJ LL E "�z ocp o tCo Uj ° a W� g E z Como C/)_ Z C� J aW gZ 0 W LL U =k QO [� N W Ali d §3N 0 `N = Ln L. C0 La W c� It .! 0 co I>y U 00 ^ 'o O 0 (- CO 00 0 LC) c`o = N 0) I-- ■ _ r E 00 M �— o Z Er O H m 6 t_0 a E 0 'p Q o C JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 7.0 TYP. @ 2 STORY J M1-1@TY U U U P. S6 a M r U U U ✓j �� CA EJ7 CJ1 CA CJ3 CJ5 CJ5 (2) x A7G TYP @ 2 STORY A6 (2) J X S6 A .: J TYP. @ 2 STORY A4 . . . ss11 A3NA AZ A2 SIMPSON VGT j w/ 5/8 " ATR & (1) SIMPSON HTT4 A3. A41 A51 XA61 °0 (2) x I z . x A7G1 CJ5 1 SIM. W/ BLOCKING S5 CJ3 EJ7 M 1 CJ1 M to (2) U U J TYP @ 2 STORY S6 x ROOF FRAMING PLAN SCALE: %4 "=1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1!2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8"ANCH. /(18)10d x1-1l2 J HTT5 4350 3740 5/8"ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. I(26)10d x1-1l2 K HD36' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L HD56' 4505 3785 5/8"ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8"DIA. BOLTS M HD7B * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8"DIA. BOLTS N LUS26 1165l1060'* 1005/915 ** 8 -10d x 3" JUS26 1000/1080"* — 8 -10d P HUS26 1320l3235 *" 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20 16d x 3-1/2" O HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2950/5090 — 30d -16d x 3-112" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5l8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-114" 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 - 10doo SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)1 Od 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.Ro 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 (e) ) (A) PI0R 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE lt2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �Y Cq�R�ER �A) x2CONT INTERSECTIONS. SPLICING LEDGER 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. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS 3 tR •••�•��f • O ttt[titiilIl` To the best of the Engineers knowledge, information and belle(, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Reaidenfial Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O fN' ^ W � a0 "Jrn� LL J 1 jjjjjjN....,j, a._!_<__. L.i._ ,1.LJ ....., , -1..A_.._.1_.l_1_. _I;. _ - _�=.19Jii1J d"AL GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 Safe vertical o Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID N Q o J O 15 BAR COW. 8F12-1 B/1 T W" LINTEL DETAIL SCALE = N.T.S. MEM ■ ■ ■ ■ ■ E E ■ ■ E pp € E C_ - - ; ■ ■ ■ ■ ■ i ■ ■■ • F F_ F = o e • • • • • • • • • • • • ••: 1: • • • • i 1 1: 1 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T a tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi p �sTii-ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR M IN. AT REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL ° • ° ° G • .M.U. #5 REBAR AT TOP ° ° ° GROUT MIN. (1) REO'D ° d 1-112" CLEAR D 0 U REBAR AT rp5 = -rr�wBOTTOM OF ZUj a OLINTEL CAVITY W W 0 X w 1 Q -BOTTOM 0 ¢ ci O z Q , L REINFORCING PROVIDED IN LINTEL a ¢ C7 9 � Z LL h] in D D ¢ •' O j 5 REBAR AT BOTTC X �. 0 AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) u�i u 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemendtiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE oL SEE PLAN TNVALL 8" KNOCKOUT COURSE FA W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a0 ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 5'-8" LL LINTEL PLAN SCALE: %4"=1'-0" ,`,�`,ttAltlllf/ffft t �I � �O:-,moo * C 4; C1 e`er •�•�. e,,ef `lre 0 EI d To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. pJpp 8 N m p � N 04 d: 7LLNL LL,JL 0. C/? a ,6 r� � w vi ai cLL ° 0- z _ �rn � o a''a m2OJ N �p gEc'Q, IL W JoQ- _ U F- J V ❑❑❑ W Z Z U) N rh Z N LU 0 w N �V1 c � L. = O �Qd Q , M CM y� ZI w z J E 65 zoF i az 0 y44y; 20 H rD �+❑a x� U Z of O CV 16 ayZ&� <' Wz rp wo W o 1.2 tt W, O oLL Z C (1) ram aw d U W V ¢¢ g hZ r z o 0 zl 3 0 2N = Lo L. ui W U r CO n� U CO � ILL p T m 0 c Cfl P14- E LO co = NLn ,= r LO d00M T \ y LO c Z M Z c E O E 4 :? C 0- U � a ¢ p c 3 JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. 8.0 �I;rrl.. Y . I J :L ILi .♦ l.U V I' - - NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW IT I THECONTRACTOR'SRE PONSIBILITY TO VERIFY THE TYPE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL.S S PRESSURE 00 OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1,z 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 6/7MS 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 & AC1530.1-13, 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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2• LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3• RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4• WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th 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" GROUT FILLED MASONRY 34" 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-1-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 GI-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301 ) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= +�- 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. OF ALL EXTERIOR BUILDING CORNERS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V =140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. "S" DOUBLE 16X7 +25.2 PSF / -28.1 PSF MORTAR SHALL BE ASTM C270 TYPE FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 1 EXP 1 OR STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTIONRO PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. 4.4.7. DESIGN, FABRICATE A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W " 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1/1/8' SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE DE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM T0: Fy 2 ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. AND WALL 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.167. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-17 away from the building side walls. 3. Irrigation'sprinklQrsystams includingg all risers and spray heads shall At be installed wwRhin V-0" of the building side wall. 4. FBC-R R318.7- To pr vide for inspection for termite infestation, between wall covering and fine 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 ll 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 rain 11 occurs before vapor retarder placement, retreatment is requireeds 9. FBC-R R318.1.5 - ncrete oyerpo and mortar along the foundation perimeter must be removed before extenor sof 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. Illlfffffff,, ,,`,ell ,` •'� • 6, �� , • `aCD , J o •� s co Ile ttlutll To ft 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 stnx aural engineering portions of the drawing pages bearing Engineers signature and seal. F" Lo 38 J 0)CI,-. M �� LL _j wa ui a (n C',3 ',6 L lL ?,3 4 MrtL a ¢ -& - i o Z W gin pWF- AID Imo o A 'O m W E a,r d pa Z � '� N 0 _, Nacoz 0 3 z° C 5 ❑a❑ CD cY� z N Z z g Q v N �z^^ CJ LL C1 r6LLJ •U N �0 to c w o Q14 16- o co W M O z! z ZO s g > ao Q EE - CL 0E W- Z o Ez No o gz aLq _ T CI) C O xJ %0 z J �r� LLO U W 3o z 2z <I° CAD � i5 u 3 CV >to � ui W � U ' ._ t1/ U CO ; 2 T 0 W � E LO rl-. = 04 04 r oo M t c E T E Q iri y Z a E U � Q p JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. S N v ce a LO N itz v cc 0 0 i LO N x 0 3 N v i c 3 a N N FL 0 i 1 EE CL A v EE LO a N N J� `w C£ W m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ + + + + + + + + + + + + + + + L++—+ + + +++++ + + + + + + + + ++ ++ + ++ ++++ + CJ'r 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (uft) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uft) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1!2" 6000s 1.8l1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —n 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack over squash=20 blocks and * Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker ' lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 5'-0" STUB -OUT FOR 0 1'-0" o o LO GAS METER = U • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110dl nails at 6" n.c. Provide adequate bearing for each lapped joist. nails SECTION nor INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM 11 kn W cr a STD. 90" CONT. #5 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small 2" m gap ax. 4 max. Q Clinch nails when possible Tight fit L 1� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist B aring Location Series Depth I End Intermediate ® BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d 5- BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8' 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wail or beam below.* �When joists meet over wall, provide 13/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non-stacldng walls require additional consideration. — 6;. A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB, PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" DO NOT CUT HOLES LARGER THAN %" ROUND IN CANTILEVERS. 8 1'-0" 1'-1" 1'-2" vz, 1'-3" 1'-3" 1'--r 1'-11" 2'-4" 2'-9" 3'-2" S-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2-4" 2'-11" 3'-7" 4'-2" 4'-9" 6-4- Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 64" T-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6-11" 7'-11" W-11" - -- - - - -- -- 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-7- 4'-9" 5'-10" 7'-2„ 8'-4" 9--0" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. '-,,Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. Pill ,`►i,. M'I :. « "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 /10 0.6 X Joist p depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM—/ SEE PLAN FOR •• d . • FOUNDATION INFO a STEM FOUNDATION GRADE REINF. SEE PLAN SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A 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 OWN 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE I 1,r,F4511.1, SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION o PVC OR SCH40 SLEEVE PLUMBING LINE d 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 a°' ° i All G .a A - e 4 etA • v a e a SEE FND. PLN. SIZE &REINF. 10 4Co _J '1. ." C. A re,.• ,r RO1E11O, 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 0th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. J 0 M N r y# 0000 U.CC,,t/1 « J 01 J w '5 ry N LL LL d (0OIM1 411 W p � a: a _ 3 smv 0 io gm«o W 0 �E9� g? Z UMaW d 9r o °d Lo Z, Q M Z 0 Lo 06000 Z W z Z n J Cn D_ N z C1N 0 toLn c '® _U 12 O 2 i l O M imo p J E o is s �• Qc E $ 18 w6 E a� o og - Z— L <p �.oE m0 zC40c N _J W g r'ii N $q� is U W 3 aZ Lok CDai, 8w i �x st R 3 tV > 12 Lo ti T ^L, W � .� n/ 0 00 0) o O � s C7 CO m C E Lo 0) = N r N I to i N � E E 00 M � T O z T a O iri m Z a � U Q cc c JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 12' GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2 ) #5 CO 6 x 6 W1.4 x W1.4 - UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A _.� / WWF OR FIBERMESH Ilk PITCH > 4:12 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT °' . A FOR ROOF PITCH 4:12 OR LESS. D r T PRE ENGINEERED WOOD ° TRUSS @ 24" O.C. U.N.O. — HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 t1 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE e 1� com ° c0 6 MIL VAPOR ► r z BARRIER C 1 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON CHAIRS TYP. #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. U 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 1, S3 ••DEPRESS• -BEYOND D••- TO RECEIVE BLOCKBEYOND PAVERS / DRIVEWAY • SLAB—\ ECESS PAVERS—\ �r �z; •-.11. I=IIF''.11 L 1L11 �lE II=11 1.=ll SEE A/S3 OR J/S6 r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE NT ON 3" 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4WF OR FIBERMESH ATTACHMENTS 2"6 x 6 W1.4 x W1.4 0 3112" MIN. W31/2"MIN. � WWF OR FIBERMESH ELEV. -0'-31/2" z 11 A.F.F. p �. e — —� 1/2"(mina 4" _ p e / e — r 1/2"(min.)- 4„ N 00 n I Irrrl I I 0 �' r 00 ' A �- •. 31/2"(min. pk.. 31/2"(min.) - 4" - — — I (2) #5 CONT. 4" 1'-4" rrT Tr 8° (2) #5 CONT. q" tT{�� ' g" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL (aS3:) TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3P "=1' 0" SCALE: 3/4"=V-0" S3 GOT, Ly SEGJ�� ,\SIo 905. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. STUDS @ I'll 7s LOAD BEARING OR INSULATION2x PEROBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION CIS3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL SIMPSON SP1 w/ BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING � SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH :. WEEP SCREED INSTALLED BAR _ a END OF 2" x PLATE TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ w ° ' ' GRADE N ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a MONO OR STEMWALL ° g M -0• ° = FINISH GRADE 25" MIN. LAP [30" MIN. LAP] GRADE 60 MIN. F - 60ksi [ y- 1 to a. — . FOOTING MONO SHOWN p o = w _ _ s FOR CLARITY _ _ _ °O 6 MIL VAPOR BARRIER ; " .°r° R 1 7/8„ TTT — ° D D p D I=1 I=1 1= =1 =1 11=1 = Z #5 REINFORCING BAR •• • • • I► • II �I h�11, 11,E • , 11�= Il'�11�11�11��11�1 SECTIONSEE TYP. WALL •- ADDITIONAL ' " 10 SLAB INFORMATION. �Il�i1-71-11-11=71�11_ �l_ -'�11�11�71—+11'�II�II�11 ► • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS c� CV ' M 60 4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAk INTERIOR 4. ' .3 1/2' .. V. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB M 6 MIL VAPOR BARRIER l 1 36" MIN. LAP [36" MIN. LAP] -Y� 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN °Q (2) HTS20 FOR STRUCTURAL *- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE x a w 6x6 P.T. #2 SYP 2X STUDS @ 24" O.C. U.N.O. �W SEE DETAIL 16/D1 FOR J W ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT �_ w/ MIN. (2) #5 VERTICALS 92 <-��, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, ` BRICK PAVERS or SLAB PER a y-I 0'-0" FIN. FLR.j� COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._' E 6x6W1.4xW1.4 = WWF OR FIBERMESH ON 3" CHAIRS 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 --" I j`"T= 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. rM SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD Ed CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE— ° = c� � o ;III=III alll=III=1' z W o I —III —I —III—III—III—I I w 0 0LU z u- Q — a d = — ih Z qa I a —I � I —I I I=I 11 1 � w III III —III —III —III —I III —III —III- ' FOOTING i; Ill�i�llliiilll�� 111 ,II-IIIaI1-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �° 'F O ¢: ..r 4l A i '•'••. f\P Q.•V co Ile. AR f r_ E `, %%** F� tlSlliP�� To the best of the Engineers knowledge, infixmation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �E g m N ci J MMcy #ALL Wa :t_LL LLU. v) ' W N a W t++ _ ra It o, m0 m°�q m 0r C- a W Z CLILW 2 E°_'Of p uo 04 O N M U {— z °L) o00 v N � z � z o Q v J M � N to _ M t" z �-J — w � 11 a Q) O E_ N c �® u C° W 0 Q �0 w Mz o Z J E wz o® o "o Z O N go 'd0 Wz wz i m o rc� MO 0 NC UZZ �o �Z Z � W a 8 U a NZ N z I� � ,N ila 0� � 3 ACV L✓n �> a; W 0 it ►� N 0 CO I.L p O mV C/ O E d- Ln M ,= = N(14 T N = r CO N °' C E 00 T M Z z E O c a E U J ui Q 0 J JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. S3 a N d ao 0 J LO M 0 i a N v x i� 0 0 J te 0 i 3 tz a Co N S 9 0 g J N 0 .P 0 i i 0 J t� N N 0 a N 0 3 rR (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT " 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3 DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE —� 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" TONEAILS SPACED ❑ STEEL AND GROUT ❑ ❑ EVENLY EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" WT2x BLOCKING @EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING (2) 2x HEADER PER PLAN 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 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER L7. STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ _ F41 SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\ --ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN TO OPENING DOOR OPENING EXTERIOR —/ 0 11 WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 • •- ... • - • ■■- ��L� - �IIII IIlI� ��III IIII� 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. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY FOR DRAINAGE .:; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ' SCALE: N.T.S. a ° e . SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Sicp,o �N 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 TYR DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -0t 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. ° WALL d n ° a DOOR STOP a MOLDING 2 x 6 P.T. GARAGE z/1 7 DOOR J-BOLT TRACK BRACKET DOOR TRACK----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 \--(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 O,4 SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SP4 SIMPSON SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 ' (TYP.) P•) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAIN IN KO BLOCK AT EA. STUD SPAN MOISTURE BARRIER ROOF TRUSS 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL ( E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 4,0, SPLICE STAGGERED , �', !, �-- r 0/19 ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LEIS �7 SIMPSON C SIMPSON SP4 —I SP2 -I INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON / SP4 SP4 / LINTEL a TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U Q 2x TOP PLATE r `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FSTAGGERED SEE A/S3 FOR FROM BOT. REINF. INFO. IPLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18) l Od NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 W/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDUl l-SDS2.5 w/ (30)1/4" x 2 l/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 11 • 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 2S4) SCALE: NTS SIMPSON SP4 2X TOP PLATE OVERLAPPING `10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I n a 2X8 P.T. BOTTOM P TE l� 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 1 N IL 4" NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON _ SIMPSON SP4 SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY N, K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL A S @ STAGGERED A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12"zo (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 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 i %% •• 4 ;•`' lob' 'r• m A P • F, eot{. FE5 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N g E os� $ C1 J N r N # co LL M to di di W 7LL��2 LL 0. �y;SW Q y rnLL SZ a Z � C 0) 0 o oc�4 m9° W a 2 ETrn i T rn z 0000 W R z � _ z Q� J C1 c� LL +-+ fp U �, W -0 QCn Cn N W f6 EE E: O k4�= e of Co � _ X U o< ffa 0 0 pU &Z o E N ¢S � L (d C - v 6 0 o i F O Ou `z� Z J c m co N z s -w 8 O U W CL T > U az Nw = � o z r �o mi O w =1� ar 8 �N 0 = > Ln n/ I. L. i 0)W I!c ^` ._ 3 (0 rY 5 00 am C7 CO E Lo cv 0) Lf)N 3:(O O N ^ r d E 00 E CM r o 0 ZE O m a E U 3 D a3 Q p JOB NO : 20-3574 SCALE : AS NOTED SHEET NO. S4 3 v W Q LO N N 0 J r- LO 1 N Q 18 N CD 0 CL M I N d d i 3 N N E 1.2 U E 0 v CIS N 'o c 0 J N N O _•C d 0 0 SIMPSON HGAMV wl (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OKERZ SEE STRUCTURAL NOTES AND @ 24" O.C. NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL BLOCKING FOR FIRST FOUR SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4° SEE STRUCTURAL NOTES - OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Old 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO �� EACH JOINT W/ (3) Ir AT LEAST 90% OF WEB " @ 8 -0 0/C. EXTEND AT LEAST 90% OF MAX.O.C. M& (2)EN TOE NAILS @ @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/(2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS S @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 74" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB(*"2 SECTION WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS EFER TO DETAIL J SEE STRUCTURAL IN SHEET S5 FOR M M NOTES AND NAILING ,-BRACING, AND TOP N SCHEDULE FOR HORD BLOCKING to `� °° SHEATHING DETAIL )FORMATION --ill 1 1/ ". 2"x4" CROSS BRACE VOOD TRUSSES 00 ao APPROX. 8" FROM RIDGE FASTENED AT x4 RAT RUN BRACING 1 1�2' 1 1 2" " EACH JOINT W/ (2) T 24" O.C. ON TOP OF 10d & (2)10d TOE OTT. CHORD FOR 4 NAILS @ EA. END RUSS SPANS 4a 2x4 PANEL BLOCKING TTACHED W/ 2 -16d T EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & I/C w/ (2)16d OENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) RCHITECTURAL FINISH " " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT N D EACH JOINT W/ (2)1Od & (2)1Od EACH JOINT TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4'T' ON TOP OF PANEL SIMPSON H1OAw/(18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER 7@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" BOTTOM ATTACHED w/ 10dx3" 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" 2 () @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) 1Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD ZVI JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4'T' ON TOP OF PANEL) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON —LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION D SCHEDULES FOR BUILT-UP COLUMNS 8 g SEE TYP. WALL SECTION FOR SCALE. 3/4"_ 1-0" S5 TYPICAL NAILING G ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES SEE PLAN FOR 10dx3" O/C 2x4 WOOD TRUSSES OCATIONS TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL Koj� SCALE: N.T.S. S5 ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S� "L" BRACE W/ 1Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 f II •II 1' r II a • J- \ y II a it �Il • " °. �I 11. • II •° II• CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. `MINIMUM (2)16d PER JOINT \-- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP in "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES rTOE NAILS AT EACH END @ r 24" O/C (TYP) \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU • EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xt 1/2" SDS SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES (TYP.) -VVIY I. DCFRIIVl7 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 0 z w a x 2x4 BLOCKING 2x4 T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 `CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � iiI �II��lull IIII II■111 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �%0°aCxrl � , . • • •''' J•, 4�A �Q,U �r oO:��O CJ �• ''per i '. CD, \/ 'r o • ....10" ,O rx��rApAO r t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential t31h Editlon. Enpineer's signature end seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H Q Ig p N St t0 Cnp O O O p� (O N ci MM� r-j J U5 CMLL �LL�� M �LL Wa Q yj of C lL W N a aW U, Z Byrn o p 0 r- m 0 W L m �, 0)No Q�2 �oN =- Nar4z 0 3 Z 0U ❑❑❑ W R Z N `Q^ Z93 z � Q 0 z C1 Q) LL , U W � a 0 0- W I0 ) Lv E as r- _o U m W o i = U • cif� c ri 0 c*� M � z LL E Oo gR 20 E U N6 k� 0 X U oa U ZO E N ao 'o D �z Ww N ( Wo ma zz z - C (ij20W yo >z co U Z W 3tyLL HS� i3 .k o 3 0 �N = 124 W ui � `WJ N 0 CO LL (D r O o r oca 0) = N 'r- N = rn c 00 co.. f o Z E o @ a ci v :i ¢ o E JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED Z,7 WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF FOR UNDER9Y-MENT REQUIREMENTS SEE R905. INSULATIO 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER J ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE ° 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --�� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: as rC ', II/� i ■ 10�1.11.=1.�1-1111.11 • • I : in I .- STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) cn 0 4"x4" INSPECTION PORT AT IY a EACH FILL CELL TYPICAL LU W AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE c0 '—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION 1 SCALE:3/4"=V-0" S6 0 c0 SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER 1TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS" ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK q FLOOR CONNECTION g S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL WI (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'4' S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8--6- EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _,�; . • _ . .dT.• d. .A..• �8�. 111-8��8I 1'-81 8" CLEARANCEM N3 INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING WALL SHEATHING SEE PLAN BETWEEN FLOOR SYSTEM 1A1A1 I rl r%►ATI/1A1 rIA^r%AAA 4 FT. 0 4 FT. O 2 2 5 FT 4 FT. O O O 5 FT 4 FT. O2 3O 1Q 1 Q0 1 (D © O 4 FT. O O 4 FT, 0 Q 4 FT. 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING ZONE DIAGRAM FkTF� oFNi ?/0, (2)- 2x TOP PLATE BEYOND I 15W OSB EXPOSUREI F SHEATHING w N 7 SOLID 2x O BLOCKING @ALL 0 C SHEATHING � EDGES (SEE OPENING SECTION X-X 11 U C x w x E 2x STUDS w BEYOND. y SEE PLAN O U) ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) w � ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD y ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u- Q SHANK NAILS) u=J NOTE: w ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD 02 (TILE) OR 7I16" OSB MIN. (SHINGLES) SPAN RATED 24/16 J LLF0 k: 8 in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH F O m �j LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z y g STUD AND OR BLOCKING AT ALL EDGES. N w 0 `U A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S. 3/4" S 1/2" 1/2" e e e ® S 1/2" @A NAIL AT BASE 2 ROWS @ 4" O.C. WBd COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL @F SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W17/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Bd NAILS (2) 8d NAILS @ 3" O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH E 4. •. -1 I ICI I I-1 I I I I I�IIIII�IIIIIIIII ��: �• �� ;. . HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 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. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. FINISH GRADE I_ Op I T r ;IIII; I r (3) # 5 REBAR ON 3" CHAIR —��4 1 -8, W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1 ST FLR, SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 ��ftettettett�,� .eta Y:-j`g% s • • " r`r�� 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 stnxtural engineering portions of the drawing pages bearing Engineers signature and seal. ■ F �8 g 0 R co a 13 W c-, W rA ii as ��NF, 0�o Z OC W amm-j off° d i J z ° OOO W c� cm z N z a fl N Ul zcmU .0 LU o < OW V) N c E o U m s o W Z U— " o w z �a Q Q E sg e E U 0 �H U�V Z z C O E ai z (D (17 - aa) .8z� '8 0 iW zcoC —j 8� �w 3 W gI z y mk CD z �~ CD v `<124 ° 0 �N = > Lo ti 12 ^L' W cc � " (O U 00 i-N a 0 > p C) Al m (j (0 o LO cc O) = N T N = r ^ E ,c' M T c Z r6 7 O E c w JOB NO : 20-3574 SCALE : AS NOTED SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FULL - CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO 1 1 2x8 SECTION VIEW "A" 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D -2x8 BLOCKING FOR STRAP 2x8 SYP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS CnD DICC AAIM DI IAI IAICflD11AATInKI 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x8 SYP UAW 2x SYP CUT TO FIT BEARS IN WALL --2xl2 SYP BEARS IN WALL '--2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" / AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER X/// % 2x4 BEHIND RISER BLOCKING FOR// 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP )�� 2�/V/// X//// x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS /Z -, 2x4 SYP BLOCKING ` /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER Nr i 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER x4 DRAFT STOP 2P 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 �J J10N P LZATTAALL COMP TO CONC.ONS @ MA ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2 t" TAPCONS @ MAX. 32" O.C. / G. 1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G --------- lzi� 2x4 BLOCKING FOR 2x12 R 2x4 PT UNDER 2x12 2x4 SYP BLOCKING FOR STRAP (SIMPSON14)10d M/2" 2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) N I AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "Ell SCALE: 1" = 1'-0" FILLER STRIPS ADDED PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" •2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 00 AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER AND NAILED TO FRAMING 4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED --\ i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS I 2x8 SYP DRYWALL STOP MUST LNOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L4/GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C NOTE: 2x8 DRYWALL STOP \NOT SHOWN SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR CONN. TO GIRDER, FIELD VERIFY OF NEWEL (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: ? = 1'-0" PER CONT'. PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED ANC NAILED TO JOIST. 1 POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR �t 3 L 2X BLOC NG RISR VARIES ECTI ON VIEW "H" SCALE: 1" = 1'-0" . (� •'(� ~ V `b� C) O s • �`n`' 6 ti � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 20W 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. 1 oo ci O c000NN C � LL J iii LL J It 7 LL , tL N _ 0 �jw M W N aicLL o a a o C 0 W m 0 W m00r-- ¢g°� z 3 IL O)Q& J G a �No <gy 0 A< M 6 0 H 6 z v ❑❑❑ z Z Z a � v 1 M z C1 a) Q)m U_ _ uoW � U a 0 rU W � E 0 8 I Q(CIO �Q O M z�O W t E WO aLL g Z z`_o E r 10 R 8o O E O dp z a Wz N d i o Z. o ¢� wm o fu �ZLL Z�� J �°° �z 3? g LD Q of o§ o � az W W W w2 r a� II� tOOD z Ur5 0 04 = >L 6 ci 2 ^L W m 0./ ` n/ U 00 I1..I1.. T m 0 C0 0 LO T�e I*_ .= = 04 r• N = LO 00 r o Z E E O H L Z c o a c0 _j Q o JOB NO: 20-3574 SCALE: AS NOTED SHEET NO. ST N m 0 Cm 0 i a r- N d CO a J i z i 3 N N 0 H i 0 0 J N N d 0 0 0 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1od @ 6"O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 #5 REBAR (TYP,) ♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1x4 P.T. 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS () #5 REBAR AND NAILED W/ Sd COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (TYP,) ♦ ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL PER MANUFACTURE MASONRY THROUGH 1-1/2�1 DETAIL 1x8w/(2)ROWS 8dNALS 3" DETAIL `STD. 90• HOOK (TYP,) STD. 90" ♦ 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. @ „ STAGGERED 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. ( TO PRODUCT Q METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT=71 TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' ♦ LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" 1x4 .. JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-112" () O.C. & 4" FROM EACH FURRING^ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ " NOTC FIRST COURSE +2 @ SIMPSON HGAMIOKTA @ 12" O.C. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ' ♦ w/ (4)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3!4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL 15^ FIRST 2 COURSES NOTCH WEB AT THE TITEN INTO K.O. BLOCK L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRMN.T. SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1 /4" x 31/4" TAPCON (1 1 /4"MIN. =1610 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT a 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4 TAPCONS . BLOCK HEADER ARCH BLKG&BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) .: 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' •% SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10dNAILSINTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR-4ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE DETAILS A DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4%' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. (2) 10d4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x 0� TO TR FR/ygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. CFNO7,y 1'-�" 5'-err SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > 'b �` EMBEDMENT INTO .) PER NAILING SCHEDULE ILL TO SUPPORT • ° !4" MAX Z-0" 8" TRUSS + SOFFIT + ° . ►: . ; #5 BAR BLOCK HEADER — SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1-0" ° p. ° ° ; ' + CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. ► ° "► IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS -III_ ° a •' ' KNOCKOUT / N — ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE ) PROVIDE 2x - CONNECTOR i _ MONO FOOTING ► ° • SIZE AND REINF. PER PLAN °• VERT.I BRACES WHEN G TEOF TAPCON ATEA. SIDE T 1 tlN AILS(3) SEE LINTEL = AND SECTION DETAILS BRACE EXCEEDS 24 " BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY---/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT ? Z TO BE INSTALLED BUILT UP PLWD. BUCK - '-0" MAX E N PRECAST LINTEL °: ° STANDARD Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 41V WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . .' • : • • • . ` � •, • : •, INSTALL WDW, SCREW --""' CREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , L ✓ �' ' " ' ' ' ' ' ' ' ' THRU OSB INTO 2 x 8 O.C. , NK ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-B REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" � #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIEDw/ SIMPSON z o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P ° LU a A REINFORCING AS FOLLOWS: = co 1 _' * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT a PRESS PANEL REINFORCING INTO PLACE. v z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W! > ° - � EXISTING FOOTING (2) #54 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ` Cn FILLED CELL SMOOTH, DO NO FURROW. `'" ° ° :° N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. . > `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. " 6 MIN. LAP p g \ C. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 ° V "' REMAIN FREE OF MORTAR. z \ ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • ° ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° �_'0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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��-1-011 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. ,•gyp ,....,,,. * �,� G C�1� �O:J O * O d:C� 4 ~ : W 000 •. C�,• �� •. '. �.,,pr,��. Gt i Ei `Es To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q p _ E N 1p g. Oa 0 O * co, M ti m # pNp Lr. a LL OL� LL LL W QW �o,•• aw Wawa' 10 Z cLL� C' m m o orm m Q i a a IL Z ILW N p aJ' Q N C14 o Z D V ❑7❑ W z z J tl -J �Q) M Z LL V o a 0 O W N c N � Ljj <°° S Cn M mj M = O LL_ EO �O Zf Qh Q�v Q E wi 0o 0o O E Oa ap rc M 0 �Wx C ow zcj J c�m 20 U do 3 o yLL z € 12 r co Q 0 6 �N 0Lo = NN L.L d W c� .! CD U 00 r ^ a 0 o O C7 CO O LO -�� Cal rl%- .= = N T 04 E r oo CN z O N C f0 a. E 0 _j m a o JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.), SCALE: NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER „y/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB-4—, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. A DIRECTION TYP. —� ----L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot 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 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A 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 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATE SSPFT OP BOTTOM CHORD SEE PLAN FOR TOP OF WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INA HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS >IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE tOOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE 1_4_ OPTION A INICATED ON B. SCDHEDULE/PLANM OPTION B CONNECTION INFO — COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=1'-0" A � A SEE PLAN FOR SEE PLAN FOR SIMPSON CANTILEVER IF MTS18 w/ (14) INDICATED 10d NAILS TYP. U.N.O. SEE FOUNDATION ° PLAN FOR MORE INFO COMMON BM. ATTACHMENT 18 SCALE: NTS EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. i 1 WaavW LOT91 (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR CANT. �7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C q MIDDLE BM. SPLICE OVER CENTER OF POST SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE �2� SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC) ENTRY FRONT WALL SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8)10d NAILS OR IF 2 PLY TRUSS SIMPSONZ LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR 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 9 SCALE: NTS LOW ROOF/WALL— -- SHEATHING ATTACHED\ PER NAILING SCHEDULE C� 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/---' (2) 2x6 BLOCKING UNDER RAISED BOTTOM CHORD 2nd FLOOR WALL w/ EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS PLYWOOD FLOORING FLOOR G.T. SEE PLAN DETAILS &SECTIONS CN , .. O ,. 0 ao• 4 �° :z� :(U `�Fv, 'tea.` •. �,4-1,AR O ASS ; To the best of the Engineers knowiedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a N ~ 0 (040 oo J M N y a�D LL O M t J O L 12 u- W J a ai a 13 ry N 22 LL vi N ' c� Wuj c u- a s �a '0Z �ON mhoo=o0FW U W� p J p rQ Z N N Q M Z 8 �- 0 J z ° ❑O❑ W z � Z n Z Q _ . Lb rN 0 w U w � ° Q se o M M i W Z I o o =_® E Ffc t i 0 oa oa 0 o z O E �z EZ elf Z C U 0 Z. z _ N Cn J �m <a <Z 2_ 8 o U W�W U � IIIIIIIIII� C CD F 0° Z< °3 ACV 0124 = NN t� L � W � U 00 Q CD > O O Q. U s 0 (0 m 0 Il-. mc E It L ca V) N r Lf) N = (O N O L ) .— E 4 00 M r- .. o Of Z T E O iii N 2 Z (0 a a E v � ?3 Q o c JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. D 1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY & 8d BLOCKING INFO 0 SEE PLAN FOR CONN. W/ TOENAILS T B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE / 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS 2x STUDS FLOOR + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • © 2x4 CONTACT 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. IF OPENING IS GREATER EXTERIOR HEADERS SURFACE Qq 2x4 #2 BLOCKING U.N.O. ON PLAN THAN 4 FEET BUT NOT (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM SEE PLAN FRAMING PLAN FOR I -JOIST AT 48 O.C. A SIMPSON LS30 w/ (6) 10d CLIP 10d x 1 1/2" CLIP EACH SIDE •• OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLEDAT EA. END MIN (3) 2x #2 SPF STUDS @ END OF ° • • G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 12d EA. END TO HORIZ. FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB 1/2" GYP. BOARD OR BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •= SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° '°• VERIFY W/ PLAN lo 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d YTO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS HEADER/STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE (2) SIMPSON MST37 CONNECTION EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF f2) 2 x #2 1 1/2" (USE SP$ FOR 2x8 C H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE O INTERIOR HEADER 2 x 4 #2 SPF STUDS B G TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER G EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ B 0 X HEADER SEE PLAN E F TYp F F (1) 2x SILL PLATE W/ 2 12d TOENAILS. () 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & 4 1/4"x2 1/4" () TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ 10 10d ( ) NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. wl D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS KING OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS y TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • < • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN ! TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER BOTTOM TO HEADER % (IF CRIPPLES ARE LESS THAN 8 SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. •o.o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6) 10d x 1 1/2" (USE SP6 FOR ( 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24 O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 "FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ �xT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB 1 2x () SILL PLATE W/ (2) 12d TOENAILS. 2,1. •• 4 T TOP SPLICE ilIjN OA 2x STUDS @ 16" O.C. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD • ALT. HEADER ANCHOR IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF 8 BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON AILS & (MS AM36/w/ (7) TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING TAPCONS e ' 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3'" O.C.) 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE &CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. P A C) Si ,0s To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 g �8 CD "_`° �} N Lo �% f•�7 N N C LL Y C'ik 00 y1A LL 2 UU.. LL a N rNi a 1 W i� I clyo camo C N G p W UM q Q � Q ) CP & sp Z 2 ¢ O N;'cozz 6 r- � OV z []CIO W z J M a N �U, -J M z 0 LL (� W OW W V) c o , a �0 j 7kCID o � W tJ_ Z p o iz s° z® CD N °< ap �o U0 O° °§1 aZ � aW its (j C m2 ° ' OLL <W Z ui aim J �N N rw O WC T 2 °aZ ¢ NW NLL m 3 .2N > Lo � d ^L WCD .> CO x U 00 (D T ' O C:)I..L o � m � � o LO - m 0) .T— = N r N I co n N r E o) z N Z E O H l6 a U Q p JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. D2 q Q N �G N 0 N a LO CD ro 0 N tr i 3 C, a N N E E 01 i EE 0 cg CL CL 'o iE o L� N N a 8 N 0 S W `; THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "'' WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE "S McLEDWINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as fl in each detail that corresponds to the numbered items in the list o 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --- OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND @, OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLC SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER__A THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) E 4M SELF-ADHEF 11-4" PFR PI AN SHOWER SEAT �u SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z a Er W a CO U) W W W o 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 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A `01 8 z WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING -SFI F_Af W;:QC: I PI ACHWf: r NO a SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a O water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 G d NS t f " t d t t' ASTM C1281 AAMA 1 SCORED ra a or grea er or proper join expansion an con rac Ion, 8 2, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEAE PAPER TO ADDH SII EAS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 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. Water Resistant Barrier Lath Sheathing Stucco 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 L \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 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. iNEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance With ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 CD 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. �8 O C tN_p��ppCDpp N i• O NCN fh ^ T Yj LL uu M di a R 5 LL N � a/ M U. J LL W VJ awa 13 Z �F 0 O C W CID w� ca 0 � M M - op W H E T s p a j• `0t O NaOU Z ❑�❑ W 013 z � z ^ Z � d N N �-Jv z � LU LU U 0 � L c a® � a _ • �0 Sr o M p� W Z a LA_ 8 o�=o I- � o W Zoe o N XU ao� W= a �V WZ yQ% L � N ¢w¢ Q O W¢ m O = Z C J -U V m FLLF ) Z �_ � 4 3: 8 0Z z W yLL 0_M o a st il0� a u 3 ' ^ Y ' I..L rn W .> (D U 00 LL �+- ' O O Q 6 L 2 0 CO m c E I.n ce O N = O N O r ^ r E 00 E M r c M Z :3T- E O i4 ca Z M m a E U J :3 Q 0 C � JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. W P ■.� tii sA'xF w -v r ... -iP' A3 a`h8 i; _' •rp,..: .. q: .r .. .iSM'. k` - :.7 . .� 4 .k4. ., FL17244.1 ESR-3455 12/31/2020 s<, - A23 .� a "ntltn di 5 . .Ai''�. ..�' _ 44-r FL10446.2 ESR-2806 .Ya`x 12/31/2020 12/31/2020 12/31/2020 12/31/2020Ca 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/3l/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 _ 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 -.._- 12(31/2020 12/31/2020 12/31/2020 12/31/2020 12(31/2020 12/31/2020 12/31/2020- 12/31/2020 12/31/2020-_- 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 .__ 12/31/2020 �12131/2020 12/31/2020 12/31/2020 PRODUCT A R T L F I DU APPROVAL, SPECIFICATION SHEET Zo,s As required by Florida Statute 563.842 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 fora f N LCl) _ CU O � �, O � O O CU .4.., O .O 0 U 0 � O O O Q q O O LL C y-- O O O .V1 -0 L fly .0 � .0 �- _C_ U) N � O CU CU 2 Q Q Q _ HD210-2 FL17232.3y ESR-3445 12/31/2020 HU210-2 FL10856.4 ESR-2549 If f HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 Mounting Brackets (10 Gauge) � +1/.2'x4-112"x2-120 a r O T• BKk Cress Support (May be cut W W) See Anchor SrilEidu Rig htSfaeket(16Gauge) B 117 01a. A32S Gull. %) 0 +� fl14Slllf-grilling Screws 1 4��$# A/C Unit Bottom Edge Urfi'CaftL'SV$ (Typica0infril Washers Front CrossSuppoi t S61 iAClti NULS (" be cut to 1st) Left BraCket (16 Gauge) 014Self-DrilingStrewsThruBrackins& Back Cross Support lrrto A/C Unit SWom Side (Typical: 3 each side for hurricane use) 1 r I INFORMATION INSTKST280 * ruII&V timaterpilwidalisrebaad6H4euinaeAirltuz WselffiamafieeR*bW :lhnri s 11 31 ltnow" ribp an HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 Category/SubcategoryManufacturer Product Description Approval Number(s)Test Pressures Exp. Date HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD282 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 A. SWINGING TherrnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 FL17232.4 ESR-3445_ 12/31/2020 HU410 FL10856.9 ESR-2549 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0psf 12/31/2021 ,_HD410_ HD412 _ _ FL17232.4 _ ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 TheRllaTfU Frber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/�7.0 psf 12/31I2021 HDO410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThemtaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 TherrnaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 TherrnaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12t31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 PGT Series 5570 FL251.10 2021 HTT45 FL17324.2 Report 12/31/2020 HTT22 FL11496.1 ES-0130 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/ 5/21J2028 _ HTW16 FL17244.8 -_Evaluation ^_ ESR-3455 HTS16 FL10456.22 ESR-2613 - HTW20 --- - FL17244.8 - ESR-3455 112/31/2020 2/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WinclCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2813 Clopay Building Products Residential WindCOde Doors W6 (8X7) FL15279.85 +38.0/�2.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL8223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 D. METAL LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/3l/2025 HTWM20 FLeM.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL1o456.19 ESR-2813 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 -- FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 _HUS210-2 tiUS212-24- -� --------��--FL17232.6------- _ --T-----�-��- ESR-3445 ^^ 12/31/2020 HUS212-2 FL10856.11 ESR-2549 _ HUS26 FL17232.6 _ ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 12/3l/2020 WS26 FL10655.111 ESR-2549 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 JUS26-2 FL17232.11 ESR-3445 12/31/2020 WS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Solt FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 C. OTHER FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR-3455 12131/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOT USED LSTA36 - _ _ FL17244.18 _ _ ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 LTS19 FL17219.2 ....._..__._......_._._..__..- _ _ _ ER-0200 12/31/2020 LTT19 FL11498.3 ER-130 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 3rAM18 Product ApprovalAppllcationDetail LTS20B FL17219.2 ER-0200 12/31/2020 LT720B FL11496.3 ER 130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTI-131 FL17219.2 ER-0200 12/31/2020 LTn31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 L� OICU L LCU G Q Z Z Q J 0- -6-0 ^' W /� v) CU C)15/32&qud; Gat` U O tv� (�' 'W^ V! ICU /� W J LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2513 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/3l/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 F. METAL ROOF Gulf Coast Supply&Manufacturing,L 0.032"Aluminum GultLok16"wide roof panel FL11651.2R3 WA 4/12J2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 12/31/2020 A34 FL10446.3 ESR-2606 Code Entb or 911112 20 Date Pendme 20 version Contact Elpinaer & aeon. Vatldated a validated Aooroval fig! agpiQy� Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 1OMW017 10MO2017 10/172017 12/122017 Approved Category: Roofing (352)49"778 PE-75519 (334)300-1800 Subcategory: Metal Roofing Infoagulfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect ore Licensed Florida Professional Engineer QuslltyAssurance Approved for Use Anorovadforuse impact 22" Product Modet. Numbers Name Proaud 13eccrbtlen centred Ermlratlon oat• InHVHZ 9trtelds H1MZ Res iBt lit 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Rod Panel 04/122024 No Yes N/A +N/Ai overl5/32&qud; Plywood-108.5PSF 2 0.032"Aluminum Gulf Lok Min0.032&quct;Aluminum Gulf Lok l6&qua;Wlde 04/122024 No Yes NIA +N/AI 3 1&qud;24gs.Gulf Snap Roof Panel nGulf Sl p 42Ge1&qud�deRoofPanel 04/122024 Yes Yes N/A NhA1--131.0PS over 15/32&qud; Plywood 4 1&qud; 24ge. Versal-oc 1&qud; VersaLoc 24ge 16.5&qud; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ over 15/32&qud; Plywood-138.5PSF 5 1&qud; VerseLoc.032&qud;Aluminum 1&qud;VersaLocmin .032&qud; Aluminum over 04/122024 Yes Yes NIA +NIA/ 15/32&qud; Plywood-101.OPSF 6 1.5&qud;24ga.Gulf Snap 1.5&qud; Gulf Snap 24gs.16"Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel aver 15/32&qud; Plywood-116.0PSF 7 1.5&qud: 24ge. Versal-oc 1zquct; VersaLoc min 24ge. 16&qud; wide Rod 04/122024 Yes Yes N/A +N/AI Panel over 15/32&qud; Plywood-123.5PSF 8 2&qud; 24ge. Megal-oc Min 24 Ga. 2&qud; Me9sLoc 18&qud: wide Rod 04/122024 No Yes N/A +N/AI Panel over 15/32&qud; Plywood-108.5PSF 9 24 Go. Gulf Lok Min 24 Ga. Gulf Lok 16&qud; Wide ever 15/32&qud; 04/122024 No Yes N/A +N/AI.96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 1611,qud; Wide Rod Panel 04/122024 No Yes N/A +N/a-93.5PSF over lx4 wood Pudins over 15i32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&quud; Snap Lode, 04/122024 No Yes N/A +NIA/ 18&qud; Wide Roof Panel over 15/32&qud; Plywood-108.5PSF 12 28Ga. 5VCrimp Min 26Ga. 5VCrimp Roof Panel war l5/32&Wd; 04/12/2024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A N/AF131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes N/A +N/A/ Puxins over 15l32&qud; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok l6&qud; Wide Rod Panel over 04/122024 Yes Yes N/A +N/A/ 15/32&qud; Plywood-161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 1S&qud; Wide Rod Panel over 04/122024 No Yes N/A +N/AF63.5PSF 15/32&qud: Plywood 17 26 Ga. GulfPSR Min 26 Ga. Gulf PBR Rod Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood-154.7PSF �--MP4F�_r-- -^-^FL17244.24 -^ _E_SR-3455 ----^_-- ESR-3455 - 12/31/2020 LTP4 FL10448.19 ESR-2606 5. SHUTTERS MP5 FL17244.22 T ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2606 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 FL17240.3 ESR-3447 12/31/2020 WM1416 FL10667.86 ESR-2515 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 I N/A 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 6, STRUCTURAL MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 COMPONENTS MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ - - ----- - --- - - ANCHORS USP Structural Conn. see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 Simpson Strong:ne see chart MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 _ - MSTC52 _ FL17244.28 _ ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 -- MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 WA 3/31/2021 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2513 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels g >y FL1774 N/A 5/25/2024 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 E. INSULATION FORM SYSTEMS Carpenter Co. Expanded Polystyrene Block Type FL14281-R2 N/A 4/11/2022 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2618 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2618 F. FLOOD VENT Smart Vent Products Inc. DUeI Function Flood and Ventilation Vent FL5822 R7 N/A 12/31l2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10W7.8 ESR-2615 - PHD2A _ ..�. FL17219.3 ' ER-0200 12/31/2020 FGTR FL11473.2 SIM200802 PHX J3516 FL17241.20 ESR-3444 12/31/2020 Cs 16 FL10852.1 ESR-2105 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) _ -_--- - -- --------------"- ---- - ---_-_._-- _ __-- ----._. _---- - ---_-_ -______- ----- _. ------ - _-_-----_--- :. pi. - RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2813 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 12/31/2020 HS FL10456.15 ESR-2613 ..._..... .------_---....__. RT5 _._.. FL17236.3 ESR-3448 12/31/2020 1-12.5 FL70456.11 ESR-2613 -- RT7 FL17236.3 ---- ESR-3448 -- 12/31/2020 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL70456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FLl0456.42 ESR-2613 Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards =1=16 Product Approval Application Detail SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2013 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 QumSty Assurance Abaroved for use Approved for use Imicract DeMan MA Product Model. Number or Name Product Deserlotion tarred F.xalration Data in,Hyn outside HVHZ geststan< proasurs 18 26 Ga. GulfPBR Min 26 Ga. GuI1PBR Rod Panel over 10 Wood 04/122024 Yes Yes N/A +N/Af Purlins over 15132&qud; Plywood-151.7PSF 19 26 Ga. GutfPBR Min 26 Ga. GulfPBR over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/At -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GutfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/AI 15/32&qud: Plywood-151.7PSF 21 26 Ga. GulfRib Min 26 Ga. Gu11Rib over 10 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&qud; Plywood-164.2PSF 22 28Go. GulfRib Min26Ga. GutfRibaver l5/32&quud;Plywood 04/122024 No Yes N/A +N/Af -159.2PSF 23 26 Ga. GuHRib Min 26 Ga. GulfRib over 15/32&.qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 28 Ga. Gul Rib Min 26 Ga. GUIfRlb over Ix4 Wood Purlins over 04/122024 Yes Yes N/A +N/AI 15/32&qud;Pywood-164.2PSF 25 29 Ga. GutfRib Min 29 Ga. Gut Rib over Ix4 Wood Purlins over 04/1122024 No Yes N/A +N/At Plywood-123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Oa. GulfRib Min 29 Ga. GulfRib over tz4 Wood Pauline over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B.-101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/1 S&qud; O.S.B. 04/122024 No Yes N/A +N/A/ -118.OPSFSearch SPTH6 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2613 _ SPTH8 _ FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28 2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 12/31/2020 HD08-SDS3 FL10"1.1 ESR-2330 THD612 FL17232.16_ ESR-3445_ 12/31/2020 MSTAM24 FL11473.19 SIM200802 _ THDH414 FL17232.17 - ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 __._..__..-._._...._....._...... Evaluation Report .__.....----........._ 12/31/2020 MSTCM40 FL11473.19 SIM200802 _..__......__.._._._.._�..____.._ UPHD8 _._.._--_.._.._ FL17219.5 _._.._.._.__.-._.__..__._......_.._..- ER-0200 _-_-_-_.- 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 S IM200803 LGUM26-2 FL11473.12 SIM200802 Criteria Code version: 2017 FILM 11651 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approvedd for for use outside HVHZ: ALL Impact Resistant: ALL Design Prassuse: ALL Date From., ALL L Fnrity or 20 Data Pandtm BM Vkslon HillaUllIGUM Enolneer & License Validated M PBC Amnoval eggs Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 0al17/mis OaM72018 08232018 10/082018 Approved Category: Structural Components (877) 441.8368 PE-73778 (334) 3OD-1800 Subcategory: Products Introduced as a Result of Info@smertvent.com New TechnologyCompllauc* Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Prdessicnal Engineer -. Quality Assurance Auprovsd for Use Approved for Use I� Deakin Product Medal. Number or Naar Carrad Em4ation 090 in Rymz QutslM N1/HZ I I 1 Smrrtvent Model 91540-510 Wan Function Flood and Ventilation Vent 12/312020 Yes Yes N/A .100F100 2 SmartVent Model #1540.511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 3 SmartVant Model 01540-520 Insulated Flood Vent 12W=20 Yes Yes N/A +1001-100 4 SmartVent Model #1540-521 Insulated Flood Vent 12/312020 Yes Yes NIA -100/-100 5 SmartVant Model #1540-524 IlUqud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA 6 SmartVent Model *1540.570 Wood Wag Insulated Flood Vent 12/312020 Yes Yes N/A +1006100 7 SmartVent Model #1540.574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A WA SHEET PA 1,0 NO. N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pee., of 12/172018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail paga 3 are 12/12N16 Florida Depar47Nal of Bovine* & Profallorw Repletion BtAft Cott* and Standade Product Approval Application Defap Fees 1 or 1 11dws FlonWe Department of Bwin n & PraiaMiornd Raguation Buy M Cad* and Standards Product Approval AppokWm Dsbl Fees 1 a, vwate �k CU to V L-- 2 t` O � Q CIO LL I D �••/ /a�•1g•�� " I'R � V V O O L L r•. � ice• •O At � _ ICU O � &4. vJ • L =+ � }d 117— CU _ ♦ V /� �r/ i .1 (n M ai991 EONhLaI Us gar 29 AQ" 91t1 Mal mamwa Jliel t frgmgM EndroraLlrroe yyreat.e av Yggdfesl higiWood L ANA" agptg&gg AMm& Revision 2017 TMrma-Tru Corporation Rick WA W Lyndon F. Schmla. P.E. Ryan J. King. P.E. tOm5&017 07/122017 10/182017 12M2=7 Approved Category: Exlgrbr DOOR (419) 290•1740 PE43409 (913) 767.6556 S bcapory: Avenging Exleriw Dow Assemblies dckv QNMdgnnnaans. Canplmce Method: EValuabn RepM Roma Soon Registered Archged or a Licensed Florida Florida Re ProfebbnNErigkYw -.. '. --. ggWlh{alal0�ig Adorned fa Lis, AmMU111=ur baw amf96 Seen g,a aLti PreduC Yeeel-NmpeerwName PmdMtm&ctlflffi Jooh1118Y a PJtYUR 1 s. Therm►Tn Finer-Ckuk and SmoollrStar NoMnd G&M9;e &gWtkvHrnpmd&Wo1; Opaque 12131/m20 No Yes No WA Conniption, Edge Fib gkm Single Door P :X Qft EONDLu grate goo 29LUO M 20 Imes Ytumn YledlMlvt ( Enelneeraurroe Validated av ygggg(pg JUNmmed FECArroea Approved NMI& Review 2017 ThMWTM CerpaYbn Rick VAW Lyndon F. Sehm1dt, P.E. Ryan J. KIng, P.E. 12m 32017 12M32017 12212017 02132016 Approved Category: Exlxbr Donn (419) 295.1740 PE43409 (813) 767.665s Subcategory: Svbgkg Exterior Door Assembles dMOv�rOm ldynaulaNs. Compliance Method: EVabYbn Report Boma torn Florida Registered Archaed or a Licensed Floride Professional Engineer .. pW+ty A•arrrerae Asaroved far Use A ..dWUr r � JmNm walk jR ag,a ProduC Yeeel. Nrmhr erNeme PlamleLJlMSdfim rmt*tEa MNLf9QiI. pulaMe 4,y+12 MWmi EWMIIQ 1 a. TMrma•TN Flber-CYesic ant SmoorMSlr NosinN 68039 8 f.quallonlmrMdaquol: Opaque 12412021 No Yee No WA Cornporb Edge Fiberglass 9hgle Dear (IggrtrpO iaukg; X aarllpuralm) g am 20 am lirBORIM no Man lam good /OBI ]moo 1d a arm Aid iris Re War 201M 7 Th$ ►Tn COrporWm RI*W" NebedWP.E. l Aaasn a Ryan J. tons P.121OW7 Oa212017 12111=7 Approval CEbNwY: 9dwI0r D00q N1%296.1740 Marrs&arrrwe krWrrb (S7%7p2006 NiCeagwT. 0 1 go ErOerlor DoWAMIMM �• Com*Ve MMerk CMaaYM MwkaLiRlg awn aAmommaemkva liarLAtlot ANaaed2l[gm Ao�JIM trig. 91ft amm" P east [Naet9Nmmm btrAi !>ILYINffila 1Nomm 1 a. &qUOtCW@dDCf@U*pl and apuokawWk+Yrk by 69 ant 600 Opeple ant OMna "involves Door wth 12d12021 No Yes No WA TAwmo.Trr *wt wet wM+wN SIMaNn. * ' G and Oubwicg !�l6taaa6 gob IIGft or 20 goo 21k mm YMiN laallE golkiLAUr 1ibmuoo )dam admftd B&ANOMMI AnoW men rbvlalwr 2017 ThvmeTru Corporation Olpllt Rick MNes" Aooed hibn a Ryan J. KM& P.E 17202017 O&2172017 12222017 Approved Cregry:6brbr Doap µat%29&1740 MrdgwnNYWAub (St3)767•5666 .bargwr awMyllg 60wbr aewrbbm ddoeOnbl%owwddL D=A S Ckwplk+rn Malmo* Culk0m Morkor Lim" am Sia�tANINNN! a0009u�WN AIONdACIIM WN OrIM f �= EeaallbNdmoe aoleMm NWAL20 KIM ammm m Boom Corm a a. &quatSM0064hadquot ant &W*Bendvmk by dS and SN Opaque and Gknd Fbwglw Dow.0 12/31r" No Yes Me WA Yta Tnaquoi; 00 v Owe SMear.' ' g rrd Old beWo • 1 r Composite Edge FrergYsa Sbgb Door rank+ ; X earl ) 9 I. TMnna-TN Ftw-Cynic and SmodRSter NamkW e6M "Ili crudNwNmpett&Wd: Cleared 121J72020 No Yes No NM Compote Edge Fiberglass; Sego Door (IrrsMngpdnwMg; X cnragmftn) 14 n.Tesrm&Truflbor•ClmiwMSmvaOrew NontrW 0609;0 MFWNoMmpad&1Ma; (Rimed lsed /2r$1No Yes No NM Cwnposle Edge principles Slrgb Der 6 f. TMrme Tru Fleer-Clwnic rM SmodAStr NmMW 8W9p&pvdNoMmpeelaqud; Opaque 120312021 No Yes No WA Composle Edge Frorgion Single) Ode 9 1. mrrma-Tn Fief clrsk era SmodMSlr Conposle Edge Sic a: Oesed 121J1/ 1 No Yee No WA n ; X Compote Edge Sao Doan O : X X cor4 ration) X core Florida Department of Business & Professional Regulation Page 2 of FWWN DepaNnad 0f BUWmas & I'l net fispuletiort nee 1 a / Florida d & Plro(a*lormlRegulation Florida Depoilinent of Business & Profaaiorftl Regulation Building Codes and Standards mop Building Cod* and Standards ,stable BaiWing Cod* and Standards ,rFJe+s &"V Cod* end Standards Wl=3 Product Approval Applkatlon Detail Product Approval Appkatlon DsbN Product Approval Appticalbn Detail Product Approval Application Detail guatity,Assggncg Apaorwtl tw Ur AporovedfarUr IN" ggslm g■a� ! Ili 20 goo 1M.BOOR go 13alffa)~■ got IMIMLN 20 goo gdLboddo got g8tll!■ ank Books am goo DwLPmolm ode stool Prodct Yodel. NarberwNarr Product DNgrgg Contrast Expiration pas IO.ILd6 gW i RWYast Premiums, �! lbmin ommkom llolaYd A� arammNl ANON a"& mm mumm ■mumm tdN aLNMttA&kM� mold" subm0m mlawnal Aetumm tfm MINE MINIM NWAMYaa raid oo&MINiW� lllllood ammad aLAmMO amend amn 1 2 3 SERIES 420 ALUMINUM SGD SERIFS 120 ALUMINUM SGD SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGO OXO 12l312020 t46IES 420ALUMINU NON -REINFORCED SERIES 420ALUMINUM N UM SGD OX. XO. XX 17/312020 88&Wd;z80&qud;NON-REINFORCED SERIES 420 ALUMINUM SW REINFORCED OXO 12/312020 145-3/4&quctx96&quat No Yea No Yes No Yes No No No WA WA WA Revlalen 2Di7 Cbper Building ftdm bCMW" S•klaDkrlp Eralalar DOM ekilCp1eg01y: BeNorM1 Ex11rlOrDesrAMMn01M CowpawYp lb&Ae OwSbWm Mrk or users Mark ImMwlehi WAartak T§WGAwvine NA, dry PMWW (513)rM410M hit (613)5194M 1t2a0o17 oN1a2017 1206=7 Approved no him r 2017 Cbpoy Nalp Pleduab Carpwly T' BBMbr DOOR D00IAMrralga Con*les aeerar CwWb*m balk or Liao Ywk Weatwbhi krMbk TMbg Arvbn NA, rJwyr+rnllrr 013)7704M Ind. (513)5194M66 mwodwflddadW"'— 1102AVAH7 offina=7 12ML2M? Approves Rwibo 2017 POTMMloeNe Day' sealer Dean SubCabaSery: Aide BOwb DowAawrbba DaalPlkkkk MWmdrMrkotU*v Dam Runk Mm9Dese 9000•C6t M WO4)ob00DD-VAL (941)4K0100 (mm 31sam Oom 12202017 11262017 121111=7 Approved 4 5 SERIES 420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED O), 12/312020 xo, XX ee&quw; M(Mor o ; SERIES 420 ALUMINUM SOD REINFORCED XXX 12J312020 143&qud;x96&pkaL No Yes No Yes No No WA WA 1 ama 37 037 VWO9 PAN.2F101: U& 94, 73, 76,1600,190.75. M. 4RAT, 4Rer, BRAT, M W. OW. 48.42. 56, 40, gmdkAgIM■ga I Abet Pwl (rrik.26ge.) SbVW4w (up b 9V wMa) (6212025 Va1DCODHSI174; Will Garage Dow AMMMM KIN houndixgu 1*gM Re don les ma2ibikf= B� � No Yes No +30 POFI-32 PSF m! a 53 063 VV6•id PAN 2F166: 64A 94.73. 75, ISM, 190. 4RAT, 4R9F, SFW. &W.46, 42. 65, 4m, 42a. 6Nt fiDK, gmiNtAoo E 2ONV L Mw1 Pan 0rar. ffi W) DMbbCr (9r 10 IM 05212026 vMa) VOCCODEN174; VV6 Swaps Dow h om9ldbLum ammda mum IW fat= glLI No Yes hand IN" No anal■ !'lam .30 PSF/ W Par Ya 1g 300d670 (Loge 1WSM lnpmeo Pm*mt2um IM Vkryl Skgg (saes Dior 040142021 km gAgAbi Yes Rat B om Yes Yes � WA 429, US. Goo$, GDKV. ORK GRKV, ARM ARKV, GD59V. GRI S. ORWV, AMS, ARM, EDSS. EDWV EOK, EDSSV Florida Dspa66rut of Bulls & Pi ot*eional Regulation BulCod* and Stares WNg raga, a+ +anw. Florida Department of Business & Professional Regulation Bulking Codes and Standards Parr 2 of 3 inum F1olida DapsllRlelt Of Bufnan & Proflai" ReguMm Bu dling Cod* and Standards pore 1 a+ ,veao,e Florida Repuba0n Building Codes end Standards t9 ➢01a Product Approval Application Detail Product Approval Application Detail Product Approval Appaea*m Dalai Product Approval Application Debt _..Queft RM/m4tl gob MIm vim" RWMN 2017 mmuhmm MMM evbbe CIAAW, lob CMgwy: EalMirDnre ow4mbgeq: Embitter Dear CanOorYrb cou*la 21w o*Cnrtiaoallorr Mrkeru ev 19WK so� 206M iI&M ldWJk DK* DM UL LLC Ted AwnYn, PE (641)411144b 4 (30%SM4707 dmAesk Acallow. m gill goo AML&Iam idd" alum arAmoi 119=17 10081=7 no amod 12062017 a" Approved reek Man MENM Re Ildo 2017 MMmdlW [ Cbm Aalnq ProdvYb Cmprry Oa ExWlor Dion corrosion;lkdwd• CeNkObn Mark or Listing milt 9lmo 0000uLAl0000e gdmk lk Mork WasMe11 ' Meakllk Tagb9 Serving NIL dry Pero aar MW770S0/2 Inn (6t%6196668 s gilt Belt; RMLENim Ydbo ambl t EWAm■el 112O 17 0111MIDWIT palm AEMNd 12062017 ire Approved Eala�liY gob mm MINN Rovhbn 2017 Nkmoollmt CMM A01drp PMOAU Cmow callow P - Dow abe0wr. 8pdbrW 6aDo rlar or Amaesbin MbCCea4"ml wt Cal-11 1 MrkwLWkg Books goto aoduKAL moot lwmml Il Mark Imp ' ae" rrAwllk Tnaq Sermon NA, Gary P4dltar �1217746062 Use. (6t9)6196666 rrwiptwMdOdoppy.aom 20 tN Mdl AWkeW 112ow? 01111010017 DOLPmaet 20 ak2AMMt Alleged 12A111=7 man Approved Assurafts;...Awroved for use Apaovesiw ur bad 21§im!S� ama Product Yodel. Numbr ar Morris ggoog Description Contract Expirallo, Cador in KvNZ Resistant Pteeatit 2 185 SH 5202 FINFla ge Fram IG/SG single Hung i(IT11 23 No Yea No -60/-60 L.M.md Gass :ma 9iMOLANMftta GO M aEmkionim aN musLOL IM AMMMUKIM MtaBt>Q 2omwm k" arid art■ Paoo gi11i�IPmaloo Lea gwAVA ■m lmatJbudtt a ndmag unmoral ao,,,WArU- AMBEELbLum KM gutdlmfla boost Dow" amlm E■Mm mg emom O9tiat000dow 22d ogAnklisLow lilaoo Lfti ! a■ImN mm6¢ gmuNk mAn btM m ammm Room seam ■ — t Off. 707.727,747, and$47 Nbym aes Palo of DOM Fla. plated, prat lunisred single and pats of 12312.025 Irolow n*W dorm. Yes Yes Yes WA a6 ON VON PAN,21o163: 73,76,84A, 94,42, 45,429, 40, VISIT. BRST, GDK. ORK. ARK. EDes a" Pm(mM. 25 ga.) 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ARK, EDIN Abe Pm pen. 259a) DoWbCw for to lorr 067112026 Way VNOWOEM71; VV1 Camp Dow Na Yes No +37P8FA41 Pop (D C: Florida Department of Business & Professional Regulation Paps2 a2 Florida DepaNrrnt of BwM7*s & Profasmml Regulation "+.1 a1 Florida Depabrrt of BuWnoa & P.c%sokm Regulation reps+a, Florida Dep trimeud of Business & Professional Regulation Pea.+ of O Building Codes and Standards + Building Coda and Standards wapR Bui lift Codand Standards es haws Building Codes and Standards IrAM20 Product Approval Application Detail Product Approval Appill, N Detall Product Approval ANkalbn Detail Product Approval Application Detail ■ Solo MINE riNIM ummilmot aerL9t go" ANNAK YMM mdo*dmt gift 21K 2MLCmia goo vium d aolootlt stepANEW a■e)ad mM so k mm NUMB olmdud= le taL IeNNMM IloMUKALk M ididu 2C glom am DOLBob m YYdMW AmbmM d algA■ MN gilt AVENO a" affix Product Model, Number a Harr 9oobLasat Product Dnorlodon Contract Expiration Data ADY[madaa[Lm Amassed In HVNZ 4lAN(II for Use Mm6M IIYNf R geMmCU PiBeI[! geld& Ently or 291 goo gel 20 lies Version IlloijilloeKSdIDt&M EOMOMLAJa9�e vtmfae rr YilOdw Dem.ffi FscP Nelat Aeorov d II&Na Rama. 2017 MI VAndows and Dow, Caepwy:Wlndowa Brent S68nger Ameriaon Archaectural Steven M. UrIch, PE (717)365-3300 Merafecturere As-1.1on (717)317-8454 0SO2019 0604201g OW71M19 Approved Revift 2017 PGTkkkabin vwbw Dim Rook MWN4)wb SOOO-DER M M Din 9CC0-VAL (76%315.2r0 12202017 IZVM17 1221102017 Approved Revealed 2017 POTldunbin Cnbcab Vol'+dkke Des"Ruck Ltwn Dedp 0=-DER Mirn44)ede 8000-VAL (W7)468-0f00 (76%3162690 1220=7 12062017 12/26201T Approved 1 Y grbCatpory: Fixed bsaingergmiwd.conn Flee @mb0ory•' S.bobgaY: Pbwd dMw4SSg100 drprluQpparArtlW.avkn SabcrgwT Bkgb "Meg dnYrir�ppidlstba40m rLI1s241dJti1lBrlolt CwrpNrrce Males: Certification Mack or Listing CespNratallesrat DarSSnllm Mark aLlakq DnkrPlnraeMMouk CgaSttlon MrkaLMaq ■ — $ oftA— Apawad far Use 99aIDvool for U, mod imam QWELAW aNNeetdACalm a000adAGlm IOM 2doo gw&LG MN■N amel.dffiJMN Anoramed In Use bud lift ■� Red rd Morel. Mueber w Marro 89aaM D Ste! 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Cpbgay: PenNVWY Co pinoWNpIEnkresm Rapesstem• RRagYE rod—NalaW ova LYrwwO Florhip JMImLa radmt 1MtoorrAMl Xeldol" Pbloans%3411 Zhu RpYk11.1 Jahn BOUMOK -=PE PE•21121 (36%887-2626 die goo glob Mudd submw 06262017 OaDY1017 DNLPoollm goo ZwLammw AmNtd Oa262D17 10n02017 alto Append � V / cc ``�k/ / O 2 5764 Vertical Aluminum Mulon 12/312020 No Yes Yes NFA allN&ILftoballoraavmbKmam PrrMninM Er+9lrmr OwAkAN dlaoLouldow gm mKsod omL aawandlzfm& am amikan oo Mlalllii 9mfdlJBRa lost aNYMIi 21" ton B WFIN L Q MA bmadLoNkLmodKxjjm ausLa•®r &9619amw f m SaelmalaMtmaoo ArtNEMLbLvm Am■dfffmm MJOM guou im kN alows gmIM Ee 1 AataibrMDoaneaesvdndow. AlutdownMelon 00125021 Yes Yes Yes MIA boa amiaLat ema■210mb al gook AmNmNINJIM hmumlglLWe It ld1RRS mdfauma bod Makem gift emu= 1 o. 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Mori 92 -ne9 PE43409 (813) 7 405 ru0ranpaorrOabMle.00m !too goo ➢MLmdn YdOood lukIM aGAmmod 10N42017 1063=7 1 WIIM017 21h hemmed 121271017 era Approved gall MINIM 36aIM Revision 2017 Mkwbd= AWlte SabCabgwT Sd&Y e+esar• Pe, lmmk OaklPlkkok Retire! Evekral)an Rport Salr a ova Lbw4W False Probob Egklnr afmk9t glom aof000t&LMmn Idimu mat Mick TbWWM LyrMm F. adereaL P.E. Ryes J. 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PA 1.1 Florida Depertmera of Business & Professional Regulation Pap 3of3 Building Codes and Standards irame Product Approval Application Detail — side mtmL9c men met rib bndhW ails mm Yin Manufacturer Contact Emalmoor A, License Validated car Validated 3Lbffikm FOCAwrsral Adromyed alnm Revfekn 2017 GAF Michael Shah Robert Me~John W. KnezMolh, PE 12/11/2019 1211112019 121182019 ding FBC Appn Category: Roofing (800) 7963411 PE-59188 (954) 772-M4 Subcategory: Asphalt arYna[es mallehapff.com CoMHom M~. Evaluation Report tram a Flodds Registered Architect or a Licensed Florida PrQeselonal Engineer Ouary Assurance, Anchored for Use -: Acc roved for Use Imsmrd Dmin fact Product Model. Number an Memo !>3 3mDn Contract E,*Mw.Dss InHVKZ outside NV Z BMW" Lmmum 1 GM Asphalt Rod Shingles Fiberglass d 3-tob, terminated. Stab and 12R62022 N0 Yes WA WA ibkidp a>pe•h shingle Florida OepaMrnt of BusYass & Prdwdonal Regulation Paw 1 er 1 BtrNdng Codas and StandaMs %MIS Product Approval Application DOWI BASSUM 91i 1mMt9c rib Dale 2ahooEm !sea mm 3m" tinnaWMl aaMreALMaa lMMmdfa IMEEIIId hboE SgAMMd loommd rim" Ravbbn MIT LV. Therefore, Inc. den Thomis an Am*AKkrw Try Christian ?adYryR Pried Lady BNeden lwta=7 ton04g17 101172017 12n22017 Approved Wbeb cmpam gmAom (413)2463456 PE-7401 (334) 200.1500 Csas., a Slovene bnlogMaaMNaoim•aom gvbCk1egwy: Rooaa Acomewlr ill w M steep. Pwt deb Roiling e)ebm Gmpbrla MWW: EvakMm RSpedton a I7wNS Road , Amhbd or a LkMad P4fto ProbaiwW Ell~ amiNdAmLemdm ansLerlaoa AUMNAA UM aum LILM E kind ➢van MaE bobsublamookKALIM EM.OLOM@d tin milli 11L= 21hik Qli BOhMd &Am 3 TAMOOOeR1lpe RoofVadwlh Bob 280adaomd% a-,rw0, . ant oeowm Ya Ya MM AdA Florida Department of Business & Professional Regulation Pep 1 a2 Building Codes and Standards 10M20 Product Approval Application Detail Sgde Entity or Dorf BTm DiePndm Dora MOM Version d&nlaCalmL S9daaa Licensev.Ildated er Yedgded8ubnddd faSADEmmI dggmlad Am& Revlslon 2017 Bast Roofing Adam. Robin IAPMO Uniform Evaluation Gary W. Welker IDIIO 017 10/06 017 10212w7 Approved Category: Roofing (801) 380-6091 Services I.I.C. 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Shake & Side Flat Probe - Henderson, NV 12,312020 No Yes N/A WA 19 mp Buony 900 - Country Me:e, Shake, State &a; SPM Flat Profile - Lake Wades, FL 12/312020 No Yes NM WA Shake 20 8wtchy900 • Shake & Side Flat Profile - Lathrop, CA 12/312020 No Yes N/A WA aMirdurn Prove- r es NIA WA 28 Vora am Medium ROM - Lake Webs, FL 12/312020 w Yes NIA WA Florida Deparhrtmnt of &She b & Prd mwW Regulation Building Codes and Standards Product Approval Application Ddg Paplerl 11&Ows m3El2om gads Boom BIM Bonn 2OLha u geld me !Molts oumbd a rame bubuLALMma tME11MdEm mimmm a pod alaAmmfd Aamud rim" Re mm 2017 met Bddbo CNnpom* 010W Sao, awed Leafs CC Enk tam SMata, LLC MOM n M. Rw IN . PE O9/tVA17 OIW2017 000212M7 Apposed conowr: SKW"d CMponMb Wn St&E473 (4onM-1w7 l wbOdepern Tina PMa OwAsoopbwereom DOMpasasa MWm k Mewbn Raportrmm a product Eakm mLaw PLMINMJ40dmgk 9me.r./aWoee /ammLwm aim emabLum mica NOW aril! 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KneenAch, PE 09/06I2017 01141/2017 09/112017 12/122017 ApprMd Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 subcategory: Stem Panels tkn.rebineondgppent.ccm Compliance Method: Evaluation Report from a FIMde Registered Aroneed a. Licensed Florida Professional Engineer Approved for Use Aosrovedfr Use Mmld Dorn Eat Proved Yoal. Numbr r Nsms Product Description S etMo Wt! Iat0E1ioutside HVINZ Bordstaa LJ>MaE! 1 20 Gap GaMerdsetl Steel Storm Pan"WH2 Corrugated Gahmn[zed Steel Storm Panels retain" 12/3irMO Yes Yes Yes WA Florida Dqm mrt of Bwkwn & PmfnWonml Rephdw Rip / er 1 Building Codas end Standards /mmla Product Approval AppMOm DOWI ILRIIISM gee ANWK Die tams ROLBOss geld Must vlldve YemltYaat Siabd SMAEKaYmrn tMEoeboat xwmw abom Bl LNN" aammd awn Rea' ', 2017 rfw Bu1dYe Cor*omft muse Inv. Skat l.wdb ICC Ewkw" $WVIM LLC VMNn M. RMdo . 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Bennrdo, P.E (561)712-9882 PE-0046549 mlkebdellemrianshuts ro.cam Product 24ge GWenized Sind Storm Penale ydlatMat Troy Bishop, P.E. (954) 947-0880 Pep 1 oft I2112020 Dot no Dow PNWM JIM yalldMd aamtlfM FBCAnmlal Ab—v d Rita lon82018 10M82018 1023,2018 12n12018 Appo ed aulmLAesEmra daatmmdfor Use atlraad hr Ua WE& Dtmn Conrad ankatLm paw M HvHZ $nsio hym now" LmteDok 12512020 Yes Yes Yes WA Florida Dsparimrt d Bu*wm & Prohuiorlel RegAdw Pow t of l Buildkg Codes and Standrds /aawe Product Approval Application D*M m9S19 , Sma 1dMLor RIM Mb DdLenma rib MOM mimho NwNb mom gsgkmt A mMom.almaan velielum VOW Mbml SgdamM hood rime RaMen 2017 rfw soft CWMWW sOMP k= Sked Look 100 Ewlabn Same, LLC rued•M. RMML PE olme 17 O&WrAiT OM212M7 Approved comowr-amakam CMlpMab (647)91843973 (407)Ml-lOI7 gdrIalaaery: Two; Plata 919wYMMpYrNw.4prM cee 0Me. 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