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HomeMy WebLinkAbout3172 Lytton Hall Drm r- N rr S N O 0 J i m L0 C'4 c v x N 0 J N z rn C a N N E x QC� J c� a U i y I Y 0 LZ: N N 0 a N N CD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1171 \ a ' 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 or Abv. Above AC or AIC 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 B'Ifold Door BK SH or Bk Sh BpokShelf 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 Cementitrous Finish DEC or Dec. Decorative DED 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 Flr. 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 Ftg. Footing FXD GL Fixed Glass GALV or Galy. 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 KN ALL or K/Wall Kneewall KS or K.S. Knee Space LAUN or Latin. 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. Mirror MIL or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. 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 PED or Ped. Pedestal PH Phone PKT or Pkt Pocket (Door) Pl. or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. 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. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SD or SD. 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 WDW 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 orVTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or WA. Wedge Anchor WC or WIC or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WOW. 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 Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) 8 LINTEL DETAILS SN STRUCTURAL NOTES SN 1 DETAILS S DETAILS S4 DETAILS S5 DETAILS SIS 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 MP�Y WITH gIUNd OUWORK SHALL CC PRE coo�s FLORIDA Tai BUILDING NA''i�ONAL ANDVE I OF ZEPHYRHILLS 6ibiA" EB 2020 'Ew DA H„` OF ZE?NER '� �AteN► ECM" 12-08-15 2.0 FRAME-WAL REVISIONS CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 12-22-16 3.0 AlB1 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 Professionais 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 EN . 03-29-18 5.1 UPDATED PER CITY COMMENTS 08-23-19 5.2 ENG. REVIEW FOR 150—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 i' W/V N P E • — CC •� '4j6 =_ _ Q �O w — . U •• 1 _ i F 00 N` O F E S SN To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with dre 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W � � oog0 N M �71 J J � cNp �• LL cp AS � tii N rNi S W y L Y Z 0OL 12rn°' 0 a: m0 m°o W � 4 roQQrro iE�0 ¢i°a0 Z ILW NQMZ Boa 05 Z d6 ❑❑❑❑ W � cZ z N z z g a Cl- - t/10 z C1 V)C=1: �V):)l w r- U � L=U: Q co W Z LJL it E a t z0 oa E N O E Z 50' X U �< a p Up U UK Z O a Z °do W Z wm0 ro Cl) �gLL �o J � ad s �i W CD 0 �L J rn m t0 AL`J ■ = l� O T N = r 04 ^ r E M CV) N Z z c E 0 .— m :3 ` � c a c U Q p JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. C S 0 0 v TYP @ 2 STORY J S6 H.B.t 1 (3) 2X4 #2 SPF W/ (3)16d g TOENAILS @ BASE = I I IS-3 I 0 AC PAD AC PAD UP 16R I 1 I I I I I lI 6 7 9 Cl) S6 TYP @ 2 STORY 2 1 3 I I 5 00 FLOOR G.T. 10 I 14 o 11 12 -- - FAMILY ROOM 42"SL HALF (3) 2X4 I x coO °' oQ N 8'-8" FLAT CLG. `� W/ (3) TOENA Tt E 1 8'-8' FILAT G. CARPET ^BASE FLEX OA G S3(D 00 FL 0 G. 4 8'-8" FLAT CLFJ G. CARPET 4,��, PLUMBING LINE -0" N TO SECOND (2) #5'S 60 X 5-SH FLOOR T 1 DEER _ T ----_-_-_-_-_-_-- b " 20686.F. ' 3'-8" 3'-8" 3'-6" ---HDRAT7-4"- - - - - - - 6'-0" - NTR)� `Q 8'-8' LAT CIL J YL_AKFo S6 01 C.9I FOYER 0 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE LO •- = C�7 o to E DINING ROOM PATIO 8'-8" FLAT CLG. OI 0 OI OJ u_ W.H. (3) 2X4 #2 SPF W/ N (3)16d TOENAILS 0 @ BASE BUILDER TO PROVIDEco If 2'-6' APPLIANCE PROTECTION WHEN REQUIRED PER FBC 8'-8" FLAT CLG. TILE 3068 I I ------- cv 2 #5'S ( ) q (3) 2X4 #2 SPF W/ CC (3)16d TOENAILS S3 @BASE - - - - - I D I I S3 I I I 4'-0" '-0" N N _ I I I r T CARPET 2 CAR GARAGE 8'-8" FLAT CLG. AFF IL I I I 4'-0' 6-2" 6-6" 4'-10" 20'-6" I I I 0 zo 00 EDGE OF SLAB 2"", BEYOND WALL it CC S3 2x6 WALLz4 D S3 I I I o 1 I I I¢ 1 I I l w l I H I I= I I O I I j 1 I I I O I I I I O 1> co m I I I � 1¢ I I I Icc o I I I I I I I I I 11 10 LL----- ----------- I N r S I I I I L I 0 1 I n n L----------- ] a 3 36 7 r � O N 3 KITCHEN 8 -8 FLAT CLG. TILE " H1 281 8 B.F. PL ANTRY ' sc --- .j2668 OPT. ----Q - _ - N 16"DEEP 5-SH N I J H.B.T S6 TYP @ 2 STORY 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 (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 e (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 j X 71 } S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 1H3 271/4X38j 26x371 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1H6 27jX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 j X 63 36 j 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 } 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 j S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +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 G SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND IIIIIIIIIIIIII�� 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PFRM tX I FRAME 1 X 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B 1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: Y4"=1'-0" (GARAGE/LIVING) y ow N / Q' r���SE �••' •` d y �.r G cw � FL f •-......•• P OF E S p \``N� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q E O 8 V L _N M N � N u- LL � 0)# m LL O W (D C1 J W '5 LL �- r_ LL Wa °- a 3� ,b M 3 W rn o: j�ri: awa 1LzuY Z 0Xco W CM 10 mEPC'-P Q� W � 5)rn p a¢o Na nza°IL W y N M z � g a J co fl N N M W � o o O_LU .TM LA = E U 0° w �- E o g x � S� � W M J E O w� Z Q yN � E V N F. n7 �� U xU wa x UO 20 Z 0 ��z <Z 0L4 W �L4 ry U5 C o� iii o o z� J �b gN 3 ° az niw W V IIIIIIIIII' 00 Z < � w H �O 0_ 1 J �N > U-) iu CD � N .> r > ^ O C 0 0 O O _j ON'r- T N T E E co M N c z M E Q 6 '- a. E U J a; Q 0 J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 1.0 rn a< 3 m L0 L0 N z v N O J to 0 m N v v c N O J co 0 c 60 16 15 2x6 BEAM 14 SLOPED CEILING F- TO MAINTAIN 7'-5" 13 HEADER HEIGHT 12 I v 2x8 #2 SYP JOISTS @ LANDING 11 @ 16" O.C. w/ SIMPSC N A35 Q CLIP OR LUS26 HANGER TO I W 10 LEDGER U I 2x12 HDR. w/ (3) 2x S DS AT g "PLYWOOD @ EA. END FOR BEARING _ LANDING STANDARD (3) 2X12 8 STRINGERS W/ SIMPSON A35 LIP TO HDR. 6 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL u' 4\ 3\ I J I I I I I II I _3 I J S6 S6 I I 1 I I = t1 I it ¢ TYP @ 2 STORY = c o TYP @ 2 STORY 41 5 7 9 I I `r = co MASTER I r 10 -_ _= 11_ SUITE 8'-0" FLAT CLG. 12 `r I -- I v oa = co -;o W14 -CARPFT I I -In - - - `14 - H8 6 I LO H8 6 D2 r W I LOFT D2 15 16 R.A.G. - _ 8'-0" FLAT CLG. CARPET 16-8" 4'- 3,_71" U) -, - -_---T--I T-821" T_92„ 2-4- 6 5'4" 2'-6" - r N DR ER VTE 2868 0o = I I w =W I� I BEDROOM 2 I ' 0 m r,� 00`r° IH I p AAX I 8'-0" FLAT CLG. I co - FT I 00 fnI CARPET G U co 3�"x,Z2� �� ATTIC - I I -----1 -J o o I a I I �r MflEIIATH Q Q li49GeESS _ j 8' T. LAT CL r i0 = A SO 5' j = 6'-1 N EXT. WALL 4'-0" BC). 10" ° HU _ 2-41" Q 5' 4" co O� 13'-7J" W 2 to N H1 e D2 N TO BE 2X4 #2 DC 2668 SPF STUD @ FIBERpp GLA S SIM. w/ TB R&S 2668 _ ------------- 16" O.C. U.N.O. SURROUN o ri cc 3.5" x 5.25" 3 PL 1.8E 60"X36" ----------- _ =W z 2,_3" N D2 FB = 2900 SHOWER M0 Z co N - _ � N 4068 B.F. T 0 I I J N 4068 B.F. I IT 3' 1n 8'-10" r S6 7 c _ ( I TYP @ 2 ST RY `� O 6-51" 13'-0" r 11'-8"0: I I T ROOF G.T. - - - �- oo OOP - - _ w O = 4 LO H2 4 O 3 �I I 1 T BEDROOM 3 W" Cl) '-0"F� TC G. D2 I I 8'-0" FLAT CLG. I D2 W• I.C. I BEDROOM 4 CARPET 18'-0" FLAT CLG. I I 1 TYP @ 2 STORY 8'-0" FLAT CLG. I 19 `D 1 I CARPET I I J Cc-� FIBERGLAJ S6 SURROUN R&S EGRESS TYP @ CORNERS 1 U.N.O. D2 I THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. 2 \ STAIR CALCULATIONS: TOTAL RISE = 19-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 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 waikline. 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 the flight to a point directly 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 1/2-inch gypsum board. rIN 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 °_ @ 16"O.C. w/ SIMPSON A35/USP STANDARD 3 () 2x12 MP34 OR LUS26 HANGER ON STRINGERS w/ z EA. SIDE SIMPSON A35/USP 7MASONRY MP34 CLIP TO MASONRY OR WOOD WALL, FLOOR SYSTEM OR Cr SEE PLAN LANDING FRAMING o 2x8 #2 SYP (P.T. IF MASONRY Z WALL) CONTINUOUS LEDGER R2ECt'D @ END OF a w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR LU TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO WALL) GENERAL LANDING FRAMING INFO= SCALE: N.T.S. Y-17 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 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 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 140C 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 >9'-0" 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 18JX25} S.H. 13 20X38J 18JX371 S.H. 14 20 X 501 18 } X 50 S.H. 15 20 X 63 181 X 62 } S.H. 16 20X72 18}X71J S.H. 11-12 271/4X26 26X25} S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 i 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 251/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 501 36 } X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 J 52 } X 37 J S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. i�enor.�l AIM- 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. M 1507.2 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GSE SEE SN SHEET OH SEE SN SHEET 'j 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 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 1113111 FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 2582 427 35 3044 LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - B1 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ SCALE: 14n=1 r-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED lOj��te� \`��\\11\tllllPid • C "•f ��*GV 00 (L O F crll" O w ^_ V ° ao z C9 .,. . i F `O .•,, ROFESSlO�\\ /i°/Nff111I! llll'��\\\ 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 Engineer's signature and seal. l` a � � 00 g Lo O OI J J M N , N co LL' 2M� fr J U W 0V tri 6 •5 LL 3? LL LL a n. M W M awa 0 Z �rLL Qa� ZO co 0 W � OC W =15CC mm0° 2EMrn ao�0 Z UM .2 N O Q fn 0 N Q M Z 0 H ° < z d ❑❑❑❑ W Z N th Z � MtnX -8 2,Cn U w g � 0 L11 0 �N U w �- E = 0 8 a S� M iJ Z LL r�R Q E o s i a �° m v'o 5. oa o ° N ¢ J f0 (n C C z y U U Ooff Z Z W 42 3 CL 8. 1 LL �� �° U N W =C W U za a Jyyz 6 Q °~ � ° >a= gl u 120L J ui L _= T > CIO CL C .2ca CO m '^ Y o 0 LO CV = T E M CV)N Z Z = 3 E Q E T m '0 °3 ii U Q p = � JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 1.1 O Ll L_ "E_-jj E 1. 7C1.-J KITCHEN ISLAND PANTRY ao HOOD LU j] 0 in o CV OPT. REF. 0 = i" RANGE 0 KITCHEN MIRROR O 50 O 0 0 / � o MASTER BATH O 60 O'. 0 ih TUB/SHOWER FINISH PER FLOOR PLAN ;Lu R CL z 000131 00 co v a. < 4LIJ 11] FEN BATH 2 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW MIRROR SHWR. SHWR. DOUBLE CURTAIN HEAD RODS VARIES / ROD '` z 24" TOWEL BAR TOWEL BAR IN a W ON WALL ABOVE TUB OR SHWR. x EE TOILET TOWEL BAR aW„ 111 /7// ON BATHROOM WALL %SHWR. _ MEDICINE `I - ti o CABINET 00 I L _ VALVES _ = o TOILET C° SOAP 00 9 PAPER C° o DISH j o0 } } I HOLDER _ -1LO _ �t 02 p z ��- _ to UL U b r c� O N p M O M 04 M r N TUB FIN. FLR. - - - - - - - BATHROOMS, SHOWERS AND TUBS KITCHEN N 0 (V 0 60 INTERIOR ELEVATIONS 42" H UPPER CABINETS —� 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS SINGLE OVERHANGS THAT ROD EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED o COUNTER TOP --, CABINETS - Intl H BASE CLOSETS / LAUNDRY 0 00 LL in a O 2x '— °- L9 00 FRAMING r r' ch co 1 /2" GYP C? BOARD - T FI SHELVING. CABINETS - 1'-2" TbN O O M N N N ISLAND COUNTER FIN. FLR. III CABINET BLOCKING SCALE: 1 /2"=1'-0" BLOCKING AND MOUNTING DETAILS SCALE: 1 /2"=V-0" J�•���4�li DROP � L ••OV'ry `\\ To the best of the Engineers knowledge, Infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signaturLo e and seal. o $ � (D N pp 9) :5LL s P e CT N T.O.P.------- HDR HGT. 2nd FIN. FLR. T.O.M. FIN FLR FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS F13 EXTERIOR PLASTER 12 ON FRAME 5 1" x 4" SMOOTH TEXTURED FLASHING TRIM / BAND EXTERIOR PLASTER ON FRAME 12 zz::::�5 T.O.P. ------ —_ HDR HGT. F6 Nl r - 9ti 1" x 12" SMOOTH 25 SH 25 SH 12 - 5 —r 25 SH TEXTURED FLASHING �' —��' _ 2nd FIN. TRIMBAND -- ------------------------- ----------- ----_ --------- ---------------------- --FLR. r T.O.M. CJ / WEEP CJ / WEEP F20 -- --------------------------------------- 10 HGT. . — — I IHDR __ _ _ -------- — —— F1 I I TEXTURED CEMENTITIOUS FINISH ON �0 I I I F1 CMU (TYP) I I F20 I I 35 SH F1 I I I I — — FIN FLR 16070 OVERHEAD DOOR F21 3068 F2 F1 F1 FIBERGLASS SHINGLE IAIQTAI I MM A0 E3=0 12 FRONT ELEVATION - 61 RIGHT ELEVATION - B1 SCALE: 1 /4"=V-0" SCALE: 1 /4"=V-0" 11 IT co 1 ENTRY COLUMN DETAIL SCALE: 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 at over an approved synthetic use 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. L CO 0 O I �FZO W `,i U ; �O�OFQS `� O F E S s1 77�r11 ff l i I I I1!!1'%�',, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q O O S N 9R u O J 6L C)� *k00u t» 7 rj LL LL d CA a �?Nco w vim m�LL aw o 13 Z Z W 0 ►— m _ :: mmoJo E E C-4 W Z L IL i E rn o a o �i4NO aacoZ U00� �� Z ❑❑❑❑ W ' r� v N Z p Z ti Z a d U) N� M to z . �--� (� .v w LLJ 0 0 w t- V) �`a C ._ co co • SO 19 ti co n E a iC,:, RR �0 Q E: O ~ f6 w o0 a S� Z N M �� s ¢w .�. C y a Z LL W ZU5 r0 { 3 < a g Z ° W d U 8W WLL �o yLL a Z Ww �k CD 0 3 J ACV > L6 d L 10 .= T > M a. C s Cfl F- m _ � ..� o LO o � UN') N = 04 � N Llf� E c M� M N z° to Z C E O m f6 C Il 0 J Q 0 J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 3.1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME — 12 5� 35-SH 12 �5 T.O.P. HDR HGT. ------------------------------------------ 2ndFIN. ----------------------------------------------- FLASHING 12 FLR. -------------------------- CJ/WEEP ---------- r� -- MI5-------- -- CJ/WEEP----------------- T.O.M. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS EXTERIOR PLASTER ON FRAME -- -------------- ROOF TO BE CENTERED ON DOOR TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 35-SH 12 zz:::�5 12 5L,,-7::�, sit ----------------------------�- FIN FLR i3ti���-101 REAR ELEVATION - B1 9' RIDGE VENT SCALE: 1 /4"=V-0" ----------- T.O.P. ------------------------------------ -------------------------------- HDR HGT. 25 SH OZITS19 mil FLR. CJ CJ /WEEP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E�T - - - - - - - - - - CJ T.O.M. HDR HG ----------------------------- ----- -------- ---------------------- ---- - ----- �. 2-4--- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) LEFT ELEVATION - B1 SCALE: 1 /4"=1'-0" -----FIN FLR N F_ M 11 N r- 00 1A. 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. FR • G�tJSE•• ; o N . •.,• F LO �, ,.•' //z "O F E S S ► O; rrlrunt��� `, , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Sco" M E ao rn 8 _J LLLLaa M '. L rri c w r.0 CL 13 OJT d' ro a''g mm g£ T Q o o Z ILW IL 0) z a o LO z 04 3 � � ❑000 W � z " z v N � z ;2 (.D LL C� w OW N �N uz � U m LU = o $ A U c • Q a Y O W CC', M z O z in f Y2 a o E U H f0 � U • oa pa: L)o z _E O E `ter' � oa rip $g oZ aZ w L rQ N C - C <G vSSo W�WZ m� F U o� Y� z J ° u� a 8W z U U WC, LL N �� z ~ ila a c°� 3 �� J iu C L /0 .= TT .-.ir> M Q C F W m 2 Ln O N CD T LO CLVn = N r T- ui r r M M N r c Z z E O02) a v _ a o JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 3.2 2" 2" *NOTE: VARIES 1'-10" 12' CAP CAP N _ 1" iv 1" RADIUS FOAM TO BE USED M e ONLY WHEN ^ 3 1/2" RADIUS 1/2" RADIUS NX REQUIRED BY rIN COMM ao _ SPECS. IF NOT, r` N N 3/4" RADIUS 4 tO DETAIL TO BE 1" 2" OPENING VARIES 2" 2" r- co BUILT W/ STUCCO. 1/2" RADIUS iv 1" 4" VARIESv, 1'-0" EDGE OF �• OPENING VARIES 14x 0 21" VARIES T 1�i" VARIES iv 1 x 1 _Ox 1 x T 1 1/2" RADIUS ` 4~ 4" r I I 2 1!2" RADIUS 3a' 4" MjI. u7 l V� _ c0 kEir. rHv '�I� a1 M � VARIES 12" 32" ill, 32" iv HIV 1« 1x ^� 3" Zx BASE � BASE T r`uv 1 x 1 x 4" 4' V-8" 4" � • o N 1'-0" 4" N ti (�a N 0 *NOTE: VARIES $" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY �* COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES 2"N 1" 1'-4" DETAIL TO BE 2~ 2" Cn BUILT W! STUCCO. 2a" • T EDGE „ ( ' 3 OPENING T m ro LO • N • Q _ — 1-1/2" THICK To the best of the Engineers knowtedge, information and belief, the structural plans and specifications contained within these 10° N' tlntiIy with �2017 salaCode - 4° Res eal 6th EditionEngineerFlorida ed seal is only for c the structural engineering ons of the drawl o gi ng porti ng pages bearing = 101, g° z Engineers signature and seal. 1x N 0 2a N'E 31 = 8 Np N 1! NfV pC� �ti 4 LL LL tip T _ �, 0 al c''' O�,f N ik W W o ` b ib� y✓t LL a I �'LM w y= N (O z = > li C a O 04 103 2-3 " L C*4 V M u7 2" 4" 3« 2x 2" N w w W i rn o o 04 N Z Of N p Q2 (Q] to gTjy i ; i11 NaMQ U F- J 2 W 000013 4) 1. N 1-1/2" THICK x � M 2�« Z � s p� HN J C'J z C 2,�x " a cT " 1'-5" 54 - d n N 5�" 1 �x 3° Ik y cc N Z _ ^' CC1 � At 00 1x VARIES VARIES �Q c i E3 to 2" U m w 2" , , , c VARIES VARIES c • „ v 4 8" ~o W R> c M o J z P �_________ 6" 4" KEYSTONE F11 0 KEYSTONE F11 0D n i w = 0 i cv �1 �� OPTIONAL OPTIONAL E s ° z • P 00 - i ^ N N H O 5< u a col E rJ� ou i R6`e 44 ZO /t�44 h a " �x 3 N g Z w z jx ~ o < O wo a� « •�., i ado ms 1, 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4 c o & S NOTE: y S > c• INSTALL OVER STONE, TYP. Z J w o r jl VARIES • • • • • FIN. TO HAVE TRADITIONAL L $ a Z LOOK & SMOOTH FINISH W g o • FOAM/ EPS MATERIAL IS E z i ACCEPTED o 1_ °- NOTE: IW ~ i°d 3 `-' • FIN. TO HAVE TRADITIONAL LOOK & 2�_1x 1'-4' g 2" • FOAM/ EPS MATERIAL IS ACCEPTED " > Lo a SMOOTH FINISH 14" 1'-64" 14x 12 E N 1'-1fn x m J Z � 3'-8" 7 « rn 0 4" 3�_0x 4~ --- N L m 1" 10" 10" o cv ZD N t3i MW 00 i O L� N < c 0 �/� e n C _ (0 1" s0 N li m (a T T `� . lot C L0 Nr G N Ln — J c LO N = CV T r T CV) .. N M Ch Z O N 1'- - E N LD C C a U J Q O n �S(e r6 JOB NO: 20-0566 SCALE : AS NOTED N o SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH 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 PqT- DUPLEX OUTLET ABOVE COUNTER OWP 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 $3 THREE-WAY SWITCH 24 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 TRACK LIGHT �-� FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) 1-0 PUSH BUTTON SWITCH - DOOR BELL @ SMOKE DETECTOR @ 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 _Mai 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 200A INDOOR PANEL #14 copper to lights & outlets t 200 #12 copper to 20 amp ckrs 00 AMP x10-2 copper to WH x10-3 copper to Dryer n2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED isconn INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 5/ 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. MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 0 tV N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a F a 1E gocs - 31 M N � a) oo LL Lt. 0 W y MC' � �52 J W LLLLaa a 44ai '6 cm rnLL > c W '0 aC o 't. _ C 01 Ch �32 Y Q a:O Z ILW � $ rn iETrn G a: 0 0 o rA N NaMZ _ V ❑❑❑❑ C9 Z C" Z � z g ¢ t- cl- N z c� L LU to 0 V o a 0 W JOL �N 1 w M M Z J L a o ND Z a QN =_ e E u g 3 Z o � - N ao g=o uz L • tv ¢� � o N C iLL Z J ZO 2 � 8iU W '' 3 Wg 1p SW k o aLL N Z �5 �L J rn ns � � nL` 'W ■ = 1'� > CIO .-. a C O •= O T N = T T E E co Ch N 0 E Q j6 TT c tl tJ 0 JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 4.0 i � ti ■�I�y■ y all hll�lVl _ _ _ rn 3 3 m r- N A I= c v x N Op J cc O �v i 3 m N x N O ii 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FIEF DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET �� } ' vGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET I HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH t3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 1-0 WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE +FC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN t0, EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) H8 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. t�T 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 GD (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERM (NATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 00 #14 copperto lights & outlets NEMA 1 #12 copper t0 20 amp Me 200 AMP #10-2 copper to WH #10.3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. FC...._ ...... SYSTEM T _ I I L I I I I I I I I I r—i I I UPPER ELECTRICAL PLAN SCALE: Y4"=1'-0" N 0 N ti N Z3 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 Engineer's signature and seal. in I - a cq' � 8 ti �'7 O N C N LL LL N # m di yarnLu LL U. LL a ry 0) a Cl) '6. W rq > clLL O. d Lu L Y Z 0 Cw� �m0Q 0: `�tO CDoM ECP 0 W z un L O) .� N C d' Q Z 5 zg N Q M U 13 z g ° � ❑❑❑O W C " z ,���gggSSS Z O � v J eo CD d N N Z c (Dull W �N _U m 0 � .l UIt • < a-g soo C"> W J LL 0 i o E E O so 30 t— QQ X =o U W U Z o E Q O N L as Q i W O �Z w w z C Wj C 6 p O o z Z J a ° Z to 0_ �LL J� c ID�opW _ N!� � 2I4 o U >L J al rn m M L M c� � N ,> r _ > M c �.� LID 'I\^ 0NIT O N N .= = N j O T. LO E T Ch N 0 Z E O E E N T m y M c a 1J 0 a p JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. INof SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 35 34 5 17 1 8 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 135.0 276.0 (Zone 2) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. '.ONE-1 ITT I C SPACE 15 SQ. FT. ROOF PLAN SCALE: 14"=1'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. O WN \v P f ..E • '% o . Cid J 01 •, •. •••••......^'*•��. t1� Qom: ; p e`er r R OFESS�O -' a�~ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 W 9 E m Qp O 8 . N N i! CDM J LL M N N CONLL 7 LL t�25211 LL LL d G. a y M N T ii S 477' Lu W O 'f. o O C Wl0 f d' co0 mo�CO mi°�� W Z (nEZ,0 -joao �BNao5' N ¢Mz z L) ❑❑❑❑ W cq Z N Z R J f+I � th V) z . u_ �� ,V w n jL O L/) c N E ' o U 00 w r— m E O = o t u' Q cm 14 �w M o Z O s N Q C ce C cL 0 -' 2 0 oa E 'T 'd _C O a'z XOwu VUo a OOU ¢ Z C N �o w • nJ o U NO o� o gLL YZ Z U) J 7b r y O N T) 82 o= W �3 JoJ= < 0x a2 �t uw A Ntz 3 J �N >Lo a; � W, .= T > CV) .-. Cco Cfl m aLO d' � N = T T 04 r ui y M c) (V c z M z E O a o U _j ¢ o °i JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 5.0 c d H.B.t ■................ � ..... ......... .. . ..... .. . ..... ..... . ...... ......................... , I tS3 �?�5'-4"'v 16'-3" TYP @ 2 STORY T HVAC CHASE BASED ON I I .. I LOCATION 0'-0" I S6 ■: IT 49■ \ ` I rt/ c 1� o� INDICATES FILLED CELL w/ 3000 I 1� PSI CONC. GROUT FROM FT. TO s `CV)( \ : I BEAM W/ (1) #5 REBAR VERT N T I ABOVE SLAB TYP @ ALL PLACES I N I I 5' �. • . • • • . • r-1 SHOWN HOOKED FTG. DOWELS 5" • I ` ` " 19=0'� I its 1 I "' �\ EMBED W/ 25 EXT. ABOVE SLAB C J-i- "GRADE 40 STEEL" N w iA I CJ ��_ GG71 S3 PLUMBING LINE N I I STUB UP TO TO E OND _•-9" I I I t ; FLOOR '_7 „ r ,, ■ , 2ND FLOOR FOR A/C ...: :... ...... ■ e — 2'-6" x 2'-6" x 1'-0„ W/ (3) #5'S E.W. (2) #5'S ■ SO.-O.- TOP OF CONCJ PAVER TO BE 4" L o S3 BELOW FIN. FLR. PROVIDE %2" X 9" v ' 1/8--l'-O" �I „SLOPE i,3 T N S6 TYP@2STORY I RECESS FOR FRT. DOOR r--------- —------� :■ o � W () #5'S, E Wo,1 E. I-4-CJ--------+—-------1 I - o? _ (— I _ BUILDER TO PROVIDE CC VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 N (2) #5'S N ( 4" FILLED CELL 1/8".1'-0" PROVIDE 1 Y" SLAB FOR HERNANDO I ( `� WHEN REQUIRED PER FBC I I I 2 STORY IE SLOPE RECESS FOR COUNTY ONLY I I SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I (MASON'S SLOPE SLAB OVER 6 MIL LI QS3 L_-- FOR WIDTH VISQUEEN VAPOR I BARRIER I I I I I ■ : I EDGE OF SLAB 2" I M STEPS AS REQUIRED PER FIELD CONDITIONS I CHASE I BEYOND WALL TO I I I KITCHEN ISLAND LOW WALLS I ISLAND ( I SLOPE I I _ _ _ CJ ' I I H N I I II I -+-CJ I 4'-11" 10'-6" rl�nco N = pI L — — — — -------J I J S3 P L JN � a r � M x I ( S 0'-0" Z-I gL J rn I I -31 /2" I t ■ I 6'-0„ 5,4„ I °' (2) #5 REBAR I CC I r VERTICALS w/ in S3 o FILLED CELL I 12 STORY �`��L�-7 .I J ........ .. ........_ ■ ■ ■ ■ ■ ■ ■ ■ 1 J H.B.+ S6 TYP @ 2 STORY 6'-0" 5'4" 4'-0" FOUNDATION PLAN SCALE: Y4'=1'-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 - --�i w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .;� : f #5 CONTINUOUS .; ; : , • '•. REINF. SEE FND. FOR •,, .,;,,. QUANTITY #5 X 25" X 25" CORNER ' ' �•' ' �•' ' •'' �' BAR ONE FOR EA. ' '' ' -• HORIZ. REBAR, TYP. •'•, ..:. U.N.O. • •• •, - •• •, **Alternate: ' The reinf. bars shall be • •. • '• •. • •• •, • •• •. • •• •. • •- • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" i i sW •�"R J Q � 3 O do f')ROFESS\O� �l `17" Y'l({t{t � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a tp pp g Np N ik p8E r O J W � J nLLL aa. N N K 33T� � - y M d W W� > C LL a Y ¢a— �z� 0 co 00 OJ W N Eo TA Ja�o ILZ IT N p p N Z U Z V ❑❑❑❑ W zCIA"' z z g d. N N � _ M Z V U - •V � a 0 rir N to rz E � '® U w `= o s Q �p S� CD M o a o �° �• Q E CJ E � Q�Q'0 XV az °a UO �z Z o �0 WZ do 00 0 ms g0 � R OW O U a Z W CL U LL i HLL � O zl< u 3 J "N > Ln ui rn B N �= T > ••� Q � O l0 Ln o Ln O r N= N T n r ui M r M M N . r c Z z = E O a` w = Il U J Q J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 6.0 .LIIJL �_rYiYLtlV�iWII�W�1r11■Iii�IWWl�ll�..l���,. LL.. �.��1�■ CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SVP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L HD513 * 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 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 31/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 " 30 -16d x 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 518" 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" SPi 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 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER '* REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS, ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS q�R�ER 1 OR CONT A&D FR� (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 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 REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS 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 .//IF FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a • ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFCO3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLANT SCALE: %4'=V-0" t !Eftf.Ftr Via.. f 0 CNN •• CL ••J 4J, � C) ' •• �Q f, .•••F .�,. o riOFESS%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 BuikBng Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a o 8 N pippp O g N i! C? a) Lo J J LL LL ��012 0)N �LLaa 0 ui M S Q ai m LL 52 W fn & awe a o > •` ]C OF 0 "j O) W O C m OJ C co W 2 E 9 49 IL 'ce ' a N N¢r�Z �U ¢ O Z ❑❑❑❑ W Z N Z � Q J ('7 d N !r1 Z LL 04 L11 0- OLLJ N L-_ E LJ1 ro _o U 0° �— ! E C) • Q n 0 ce CO w Z J_j ILL. E io 2�o a O o� �® On _ awai o< OU g= Z O E O N S O az o K Z wz ¢� ro N C 0 �z z N ab_ >w N p az wgO a CO � Boa za p� o3 �N 0 = > Lo o) 2 L `° 04 .! s— > M C .2 CO m W 2 Y' ^! A O O T N = r r ^ r M N co o cc z E Q C C f00 a.0 E « J Q p JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 7.0 J v v S6 TYP @ 2 STORY v Cl) v �� CJ1 ER CJ1 CA CJ3 x (2) CJ5 (2) US6 6 STORY Al A4 '. ' •' •' . i A2 • A5 ' ' SIMPSON VGT 1 w/5/8"ATR&(1) J SIMPSON HTT4 S6 A61 TYP @ 2 STORY (2) x A7G1 ' CJ5 4 S5 SIM. W/ BLOCKING ER 0 CJ3 M1 � CJ1 �1 co � v v v P. J (2) G S6 TYP. @ 2 STORY 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. I(18)10dx1-1/2 HTT4 4215 5J8" ANCH. I(18)10d x1-1/2 J HTTS 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-112 K HD36 ' 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 -- 2 - 5!8" DIA. BOLTS L HDSB * 4505 3785 5I8" 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 *' 1005l915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8-10d P HUS26 1320/3235 *' 1335/2820 *' 20 - 16d x 31l2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS76 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) 518" 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" HTVV20 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)10d x 1-1/2" MINIMUM 3"MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REO'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 1 J w ;l;tlil;apt: 7o 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 - Readential Oth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a c S I � �cmy �p O� N C �1 fh N O O 0 .�-.• J�� LL J a d 7 LL N W fl W GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / ■ O e vertical loci Safe horizontal load \- GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dr GROUT SOLID V .. . 4 W U O /5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. 5E_ IBM 0 ■ ■ - C - c p . . . . . . e E � . . . . 0 on 11 01 C � . . � � ■ ■ . . . . TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 7 8F 16- B/1 T a tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c �sf lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 31W aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR IN. (1) REO'D 'CLEAR ALTERNATE POWERS STEEL LINTEL G ° � A n .M.U. r'f5 REBAR AT TOP = e ° ° MIN. (i) REO'D 4 1-1/2" CLEAR ° . Z ° 4 2 GROUT D 16iD , J Z Q L) ° y V7 ;� ir 5 REBAR AT = - m r j ° O BOTTOM OF a d o LINTEL CAVITY n u� v o to J 1 Q Q TTOM & it Cd 0 " /6 REINFORCING ¢ a (7 °D M - 7-5/8"ACTUAL PROVIDED IN ZLL - 0 a D D L,T 4 4 #5 REAT BAROTTO 8" NOMINAL WIDTH LINTEL w t1 Q § 2 Q (VARIES) w ¢ n , 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/ Yz" 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 cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ob SEE PLAN TMALL 8" KNOCKOUT COURSE 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 5-10" LL O 5'-8" LL O v 5'-8" LL O 17'-4" LL 4) MIN. 5'-8" LL O LINTEL PLAN SCALE: Y4 "=1'-0" •.• r�"'121ROFE55 F nJ (' . rtrt�lttt. 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 S 1 o R to- N C C",r$ N LL LL � we�LL- � VJyM u_ a. CL W uld' WO 0 tY W IL CL Z W m m° o o MZS J WN ° 60000 0 z " Z v v N z ■LL LLJ O N = r " � CID - ►65 as ~ o = _ . Q o M Cn . W Z 0 is� zp Cl W. oa VZ C1 O C CE w0 ¢ l N � L ao mf ZCO� �gLL r NJ orb o U WLL J o 6i J `N > Ui rn to L /D N .= T ^ co Q 0 F- a)CD cc Ln CD N r Ln N = N O T LO T E c T MO M N 0 z ' B c a. E U Q p JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 8.0 HEM U. ]=,Jfl■■1 �iL:, �W. �„ 1..,. _ __l�....1. _._I l .. _ It 1Jl NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE AC OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE Q-C, AC D Q- 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 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6EMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th 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 ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 1" =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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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-0" away from the building side walls. 3. Inigation/sprinkler systems includingg all risers and spray heads shall not be installed wlthin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - C ncrete ogerpo and mortar along the foundation perimeter must be removed beore exterior soiYtreatment. 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 verti I chemical barrier must be install,�d after construction is complete, including (caandscaping 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliances all state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. S. 'mil 's , E O i••" 40 C' o,„••••FL •Q,k)L�` •� R O g IE i�``��a���.. To the best of the Engineers knowledge, information and belief, the sWctural 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 stnrctural engineering portims of the drawing pages bearing Engineers signature and seal. W 11 $ Q�pp gyp} O $ N N ik ik O _ O O J _j U. Lt 0 .d..�� � U. 3? J W W U. _j Q ,6 0 Y1ii W N awaLou: j a 8, v cA on Y 0 p 0: 1- C W_ p~� o�� E cP C ° -j LL O N Q M Z O Lo O J z ° 0 ❑❑❑❑ W C� z C-4 z z g V1 z U . � (� •V w 0 LL, N c w m E U 0 so C� w M J E 0 ass w� o° i0 E O cu - u? 0 V ❑a ()OU p az Z C)E CV ao ai �j C mo of Cn J <� fZ z w�w �o Wa U <o i; LLr O < 8 CQ T= III iw 01 J �N >Lo ci L 10 '� N ,= T > M Q o O C^' W 2 O r N = r � E M N Z Z E O E N T a 0 ¢ JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. SN CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U, 44- 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + /++ ++ + ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p net wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 ,Hood panels 2x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap / / ,It FILL CELL STD. 90° HOOK BOND BEAM w a STD. 90° CONT. #5 BAR >� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN L OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. 4 max. Ir �1 -7Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB we stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stalking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G 000 5'-0"CD a o STUB -OUT FOR O 1'-0" o o - LO GAS METER U (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-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. V-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. `"""' ' 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, notchJ_ or drill flanges a 6" A 1y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y2" BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8 3-8 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d , 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8ddI 14" 2-8d 5-8 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/8" U 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 H ETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* 4__ Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 8 1'-0" 1'-1" 1'-2" V-2" 1'-3" 1'-0" 1'-7" 1'-11" 2'4" 2'-9" 3'-2" 3!-7- Any 16" joist 12 V-0" V-1" 1'--2" V-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5-4" Span Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-6" W-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 V-0" 1'-1 " 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " 7'-11 " W-11 " 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE BaAhanger ker block (12" wide min.) Nail with 10-10d nails. nstall tight to top flange. SLEEVE THRU STEM " :� SEE PLAN FOR--'•• • • JoFOUNDATION INFO a a. . STEM FOUNDATION I \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb sti fner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE .a r—REINF. SEE PLAN LA/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE WEIErb- 1i I�"�' . `�-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4 A . PVC OR SCH40 SLEEVE PLUMBING r— LINE d /L_ Al �t a d d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE aa. ° / av G IVA �' r co co Qf CV s//'����/I R O F E' 510 /" f// 111111111 H���1 To the best of the Engineer's knowledge, Information and belief, the stnictural plans and specifications contained within these drawings comply with fhe 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for fhe structural engineering portions of the drawing pages bearing Engineer's signature and seal. - F �8 Q �� R Co N it (0,-8 ti MNN n �— `n ip LL LL # M CP 0) M a >C'LL w 1 (N a' aarY,aY � N8_ W cc 0�`O g o mm-o g 0 W 0 Earn LL X o a Z A Mz QO a d < Z U H ❑7�❑ W M � N C7 -Z z g Q d N � oC1 LL a--+ N .2 (D fa w CL a •�• U Q O " W � V, c V) �(10 o U °0 ' w o g :� U 0 c co Q s� co M i i a Wo 0 E V °w04 aX0 0.- aa� a� ¢ 0O8 as z N 8o WZ c m0 gLL Z J Q �b 8� w0 o 0 �w W U �o o� �k J CD }_ co a Nr i�d chi 3 J rN > Lo ui rn T L 1° 0 .= T QC a) to = '0 0 ^ L J C)i� � N O = N r N r ; E .1—M N co z W , �; O d r C C a U _J Q J JOB NO : 20-0566 SCALE : AS NOTED SHEET NO. SN 1 �Ll : •u11I1,1111114J I�d11k 11Lu11.1 :.,..11llll.a,.1,1j1.. ':ILAj +i+.b .1 :W..L .k 11:1L .Nll�:: 1&b :iIjuJil:AAIMIlJIMMiYiIAMMMWtIW,-WM414.m 3 3 m n to c c CV M 0 J 0 to O I N m 9 N z N 0 co CID J C 0 i iY t a N N co E x L qc rN EZ 12 U E Q� C a) i z N I i 0 N 0 N c 6 a N N j <R J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / 9 TL 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 INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 11 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 a NOTE:EXTEND w1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH' BELOW GRADE E _ [ 00 M • 6 MIL VAPOR > z BARRIER C �r 1 D COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14' O.H.D. RECESS z IlL—.IIZ—J ll� IP.II. SEE A/S3 OR J/S6 — I I I I I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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 --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) .'��M,��1- FWI ��1�11■�1. AL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. v 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c_ @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH C _ Q TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 �r �r 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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ 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/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION 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 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2"CD 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH 3112"MIN. 31/2" MIN. I ° ° ° , ° ° ELEV.-0'-31/2" ° A.F.F. ° ° ° ° 2x4 CONT. ° ° LI_ - „ „ - 44e" ° sn°1/2 (min.)- 4 °- _ 1/2 (min.) ° ° ° ° ° N in.) °GARAGE DEPTH VARIES ° 31/2"(- 4" - 31/2"(min)-4' — I I t— 'III— 011 = _ — g ° (2) #5 CONT. - (2) #5 CONT. 4„ � g�� 4" 1'-4" rrr 8" rrr U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR CONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS N 2x P.T. PLATE TYP. ASSUMED FINISHED t i GRADE MONO OR STEMWALL FOOTING MONO SHOWN , t> o FOR CLARITY ° D 00 _ _ p o o ° D 1-111—I ° III—III—III=III=III=III= I=1 I I —I I I —I I I I i NOTE: °°=1=1=1 D III�III=III==III= I I=1 I I=1 I I=1 = N *FOR BEARING WALL I —III —III —III —III —III-' W/ UPLIFT ONLY 1 � 1-1 � 1—I � I —III —I � I-111-111=111—III—I 1 I —III —I 11—I -� I I-1 I—III=1 I—III=1 I I=1 11=1 11=1 1=1 1=1 1=1 —1—� 11—I 1 I —I � 1-1 � 11=1 11=1 IF FRAME WALL 1-I I L=III ;III l l l l l l l l l l l l l l III TO C.M.U. WALL CONNECTION I IF rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 4, 1 `v GRADE 00IIIF < • - (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY / ,coN FORM SUBMITTED WITH PERMIT / I (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR -� E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° t> M u • _ FINISH GRADE co m [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER n ° ° °O R 1 7/8" � #5 REINFORCING BAR ° CN #S I AP SPI IrF: • • • r• ll= ILIh NMI i • ' . • • - • • - 1 �Il111 1 F ll��ll�ll�ll�l��ll� 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 CONT. BEAD SEAMM Q INTERIOR A. a. -3 1 II dK CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N M 6 MIL VAPOR -_ BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 i, 1 WWF OR FIBERMESH Cl) A a K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOLul BOLTS 6" MAX FROM co w END OF 2" x PLATE 0 C W 0 a d. • 0- p (2) #5 CONT.=1 ON 3" CHAIRS (TYP.) 8" 1'-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH . ° ' T 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0"VARIES S3 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN a a SEE ROOF PLAN - ° < . ° v , me (2) HTS20 FOR STRUCTURAL E BEAM SIZE & N - a CONNECTION INFO ° 8 2x4 P.T. PLATE! 7/16" O.S.B. COLUMN LOCATION ) — •' • I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Ixw a SEE TYP. WALL SECTION FOR ADDITIONAL Q > -, 6x6 P.T. #2 SYP SLAB INFORMATION. W ABU66 SLAB STEP & RECESS S.G.D. M I» SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' SIZE VARIES PER PLAN r, W/ MIN. (2) #5 VERTICALS z ° M FILLED SOLID (SEE PLAN FOR od GRADE - a a d SIZE AND REINFORCEMENT) sr7 � =- =III ° °• =III=I I=I =1' Z ►_- W o 1 1=I I I W O W LU w I=III 11=III=111 z BRICK PAVERS or SLAB PER p 0 = -III= • • °• _ _ Q COMMUNITY SPECS LL V ° - - - "' Q 0'-0" FIN. FLR. - —III- III —III —III =1I1=1 W III III —III —I 1=1 1=1 I I 11=1 1=1 1 FOOTING I—III=1 -1-1 I—' BEYOND PAD REINFORCEMENT-111=111=i I ILI (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 , jlti� ?1iryi11 I 4 q • •C1�, •L CV v Q••`' �; O� p a •.,• •: FEW \AN 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 seat Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IW- g E a g N �% M N N °Np u- u. r # (0di M LIU OW M0 .2 , N LL �N'1W ya' 'i ii a a.0 z �&- 0x°g C N tp W. Om W to o r` jo�o W 2ETo) LL N< M Z U H J °U Z ❑❑❑❑ W N Z n Cn W 10 o v _ LL Vi Y LIJ •V � a OLU N c �N � ' w o $ I t. Q 0 � �0 so o co �w 9 co 0 Z __j E 22 ooR >A Q o E (> r� V &a oa U O U S< z — E N m L dp ¢Z W 13 r0 N no O g0 z iZ a S a ° W T U 3 �LL NW _ �r � o y J W w1. OF >_ IIIIIIIIII� CID 8Aa c0; 3 J `N > Lo f� L 10 � N .! r CM .-. Q o O Cco — C� O T N = T T r M N o Z _ O y r - c C 11 aj 0 J Q 0 J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. S3 -o m r- Ln 0 v 'E N O 0 J cc O -O i m LO N N N 0 a N N N S 12 \(Np) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (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 ) DOUBLE 2x TOP PLATE .- 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12dTONEMIN. EXTENSION FROM EVENLY LS SPACED EXTERIOR FACE OF BLOCK EVENLWALL IS 1 1/2" MAXIMUM 0 EXTERIOR 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 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FR M WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. St� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .` STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN ID4p� EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4, SCALE: N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" ` NOTCH LINTEL WHERE REQUIRED BLLOCKOCK W/ (1) #5 FOR CONCRETE PLACEMENT ° a ° 4 $" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J c r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR r TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 ° a ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF�A 00`L �N 2x CRIPPLES @ --i 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET I -OP 3 IARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 /�— FLAT STRAPS PER CHART ABOVE TO BE BENT / OVER TOP PLATE "" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ----(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op �N7N0 U.N.O. SEE N/S4 '* HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 /4 C 4 LINTEL 12 (TYP.) P•) SEE ELEV. SIMtS)ON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN 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 - tt_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE 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 • 48� SPLICE STAGGERED MAN. 1--10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ W 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 P.T. ATE a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS /BLOCKING @ EACH END w CL 2x TOP PLATE Cn V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE 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) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • 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 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT p • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 10 NA " NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 -(2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL d ILS @ 4 10d NAILS @ 6" O.C. E'�STAGGERED A ST AGGERED TRANSOM FRAMING ° °VIBEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM a 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 e,L, �O W N �f Q-. ���5 ��6 j • i r� •'•. �¢..• i 5� O ;• F 1. •, • �•'••.....•••'• ��°��'R �P� O F E S 5 �'0 rrrtlu+� 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 Engineer's signature and seal. W 11- 4 � E 99 g 8 - to M N N N `• tND �y LL tv 0) M t!1 .- _jU aN a ui M W vi ar 'l a = ii a w W 'o a0 Z �N� 0�o trmoo W ya;� 2 Ecn � o� 0 = us -IL Ci NQom MZ Q O U i F 5 ° ❑❑❑❑ W N z z� J fh CD � N N z M 0 Cl V Uj � OW - F— N c a. _ Q —0 o o a z g R Q E o z Z oa E o E E aaO XU o Ro WQ BOO & Z N �� wZ r< � .2 M co I. ^ � 2 y 0 'a LL o N J '° p Q i H3 W T>3 N U o w� _ �. a >1 QCN LaL J ci v � W .> e- > M C s CO m = ON LO o I" LO O T LO N = C�1 •— Er M M N Z° M r 'a fcc J � Q p � JOB NO : 20-0566 SCALE : AS NOTED SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4"OUTLOOKER7 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 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 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 „ 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90°k OF WEB ,_ „ @ 8 0 0/C. EXTEND AT LEAST 90% OF MAX. & (2)10d 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 wl (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 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 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)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)1 Od 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 SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S55 SCALE: N.T.S. Srj TITEN ON OUTSIDE SIMPSON HGAM11 W/ (4)1 /4"xl 1/2" SDS SCREWS TO BLOCKING & (A 1 /4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J N SEE STRUCTURAL ON SHEET S5 FOR M " NAILING NOTES ANDLE X-BRACING, AND TOP N OR CHORD BLOCKING °° SHEATHING DETAIL INFORMATION co 1 1 1/ ". 2"x4" CROSS BRACE WOOD TRUSSES 00 go APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF IV 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT 2 2 x 4 LAMINATIONS W/ (1) ROW () (3) 2 x 4 LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C w/ (2)16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d 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 F4"MAX�.ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL OUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1 Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2X4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 'T" ON TOP OF PANEL SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 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) r-GABLE TRUSS ,1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" --- BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( D 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER F@ 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. EDC ES AND 12" O.C. FIELD JACK TRUSS //­-S E PLAN FOR 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 L.M. 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 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION KD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE:3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. �S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING :ROSS BRACING 4= PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL �7; (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP I I � MINIMUM (2)16d PER JOINT � MINIMUM 2x4 TRUSS BRACING I GABLE END DETAIL rm SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 (•.°� • •JI • ° . . •II � J� `II°.' � � �I• \• 1 � . II ° � ° - Ik - ° � •� . • . °. �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. SCALE: N.T.S. \, S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING wl (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) • BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAM10KTA w/ (4) 1/4"xl 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) 211x8" #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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE:3/4"=1'4r MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tiQ Ir o °C C7 a _ O� CORNER JACK Y U -a, Cr W Z W 0 HIP FRAMING REFERENCE PLAN 0 W a 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB — SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"xW "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L "q =111��1 11 Own NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS a /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od 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 �`NN,,� ` SOWN • c� �� •. c, � � 2 • Cli F ROFESS\O` I�Illll{14111 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 - Resklential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F o �8 O LoQ Ong C� N LL LL r "' o" `S' at 0) 11 J W W BLL-� LLLLaa � ( vi d 1.6- I w c u_ a s p _ it --0ox y fi co W ILN 2Eo�0S pLLW 2B o r N M Z U J z 2 ° v ❑❑❑❑ W z � z Lon a) z (D U:E W 0 ►U VI c U = �0 Q o W Z cLLp E z o oLLo > g zQ Q m ° f g XU WQ .0 cD E ra ao = w. & W z aui .� c o '0 gz z J 2U a a r aw z 8 ° r Z IIIIIIIIII' c�0 V Fr zla ax U 3 �L J B m � ^L 'W ■= T o "IT LO O � � .V O T r N = r r ^ co M N 0 z E o a ci _j JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. S5 12 i INSULATION — BAFFLE INSULATION PER- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED HURRICANE ANCHOR @ EACH TRUSS WOOD TRUSS @ 24" O.C. MAX. SHINGLE ROOF -SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2X SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT N FOR MORE INFO 16" O.C. 2X S.P.F. STUDS UJ o 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)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LLI= 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 I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C I TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREAS 1000 rB R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE ..A .' 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 �r M 6x6 WIAXW1.4 WWF OR FIBEf STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce v 4"x4" INSPECTION PORT AT CL EACH FILL CELL TYPICAL w �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH 4-to 6" BELOW GRADE :INISH GRADE c0 "--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11-8" TYP 2—STORY WALL SECTION r SCALE:3/4"=l'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. FEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLATI (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSI( 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 A FLOOR CONNECTION g S6) @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-O" S6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" B.U.C. NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD PROVIDE CONTINUOUS (8)10d NAILS TO 2nd FLOOR WALL-------TO FROM B.U.C. STUD PER STRAP TO MASONRY BELOW k F *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St 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 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SPACER BLOCKS 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 rN 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)1Odxl 1/2" 0/C FOR THE 1ST 2'-0" OF NBLOCKING & MIN. 4"EMBEDMENT AILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. 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"=l'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 (6)1/4"x21/4"TiTEN �C SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS LL S6 DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 81-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE di • � 4 :• e SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH —..... : Ta'— ' . dam. tG , r- I I I ��I I rl r' C #11 CONT. ON 3" F8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 ADDITIONAL SLAB INFORMATION. 16/3r OSB EXPOSUREI SHEATHING PROVIDE i BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - FLOOR SYSTIM 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING WALL SHEATHING SEE PLAN BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. 0 4 FT. O O 0 2 5 FT 4 FT. O O O 5 FT 4 FT. 02 - 3O 1O O 4 FT. 4 FT. Q O 0 4 FT. ROOF NAILING ZONE DIAGRAM (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F SHEATHING W x SOLID 2x C BLOCKING @ ALL j C SHEATHING y 11 EDGES (SEE OPENING SECTION X- d U C x Er W x E 2x STUDS W BEYOND. x SEE PLAN o 0 ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o W ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK O Q NAILS) x NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD 0 w i (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 W LL�Otr X 1 8 in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH F O $ j PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z to , O 'Cr STUD AND OR BLOCKING AT ALL EDGES. N W O v W A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT Ir PENETRATE SURFACE MORE THAN 1/8" 318" "S" = NAIL 318" SPACING S. 3l4" S 112" 1/Z" 1 S 1/2" / SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d 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 Q 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". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TOW/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. AW&LAGM& S6 & NAILING SCHED. SECTION X-X 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.) SEE PLAN FOR REQUIRED—"' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 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 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 W1.4xW1.4 WWF OR FIBERMESH icj I_I I I_I I A A' d.. -1 i 1=III—III I I •.:�, .. ,:. -1 II— I I—I1 I 1 :: �FrI 111. 111=� (3) # 5 REBAR ON 3" CHAIR 4^ 1'-8' W/3" MIN. CLEARANCE ALTERNATE FOOTING m 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 00 4 z r- @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. r OWN 6 p4Qz • \O s •''•.••. �� �Qco \. .. 0 S\Oa F E S `\\x To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 61h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g 31 E Co 0) V goo NNc �6— r'- Y (h � LL � u. (� N N M 0 W W I 1 Q ai�LL ado 0 z 0 cl Own CoOJ In cc II.- d 2'� o i rn� a Z ILW L 130 11C%I z° o U F _ U ❑0�❑ Z N M z J v CZ N Z r. - Cl OW � �N C � '® U „, _ s o M W Z � az �R om QH E 9 � t66"' % V oa o a o� z N � L a� 'do <O -0< � �o m i z N J a " 1z rn a 3 8 2Z �LL �k CD a � il< con 3 J �N L o hi m � ,W ■= r > M .-. C 4 cu LO O LO CV = T - ,— m E ' M M CV o Z E O E °' m a a o 3 JOB NO : 20-0566 SCALE : AS NOTED SHEET NO. S6 �111 I1�11�1�1'I 'mr i Irt ql � J 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). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED F NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D _-2x8 BLOCKING FOR STRAP 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 FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS �6, JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER_At i 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL 2x SYP CUT TO FIT BEARS IN WALL ------2x12 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 J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER / 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LAI `- 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) CTION VIEW "A" 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 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH -2x4 BLOCKING FOR 2x12 •2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ACH ALL COMPONENTS STAIR TO CONC. W/J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ k X \E2 NAILED TO STRINGER 2 T" TAPCONS @ MAX. 32" O.C. / G-1 SECTION VIEW \ SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS G R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) AND NAILED TO FLOOR WITH GLUE / AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING PLYWOOD 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 ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 112" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILEDi NAILED 2x4 PT NOTCHED INTOspa STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS IX4 GLUED AND NAILED TO STRINGER E 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" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS L, GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" NOTE: 2x8 DRYWALL STOP NOT SHOWN FLOOR TRUSS OR GIRDER, FIELD VERIFY STRINGER OPTION: 2X4 CUT ON (2) LAYER" EDGE GOLD BEVEL GLUED AND OSB OR PLYWOOD NAILED TO SUPPORT OR 1"X16" LVL W/ SIMPSON H3 ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: " = 1'-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" rWALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND )ED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO tRING WALL BELOW (WALLJOINT YWALL TO JER JOISTS) NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES H 2X STRING R 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R L5� VARIES SECTION VIEW "H" SCALE: 1" = 1'-0" r ',fi48, N,XRO INr v CEO •.. ..• i�.. firo4 �POFESS\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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co co NLQ `° Q O O � Ol f0 N 0 :L—j �� W w -g u- � a a Q 52 aaw�Y z -.0 U) 11 m y 2 o m O c W mo��O m��� WaLo 0 M W 2ET i W. M N Z U z ° ❑❑❑❑ W Ur 2 87 J C) d N _ M W N z C1 � U _ 4--+ � W g o a •0 r U U1 f�- E ZD � � o U 00 eE \ W r s U • Q & S� o co W o Z U_ a E �o a > Z ?® V NO Q g0 XU °a Up OU Z O (a °<z �i �az w ao mC, :9' ra N c .. oU ° 01 Z 3 o�° W oF � =_ � N Z S (? F >° IIIIIIIIII� o co m ila a O° 3: 0 `N = ` > Lo J M 14 O ^L ,W CN .= T > M .-. a o mca W 2 o LO � O Lr) .V � O T NLO = r E Ch N z Z E O N T E m c c d U � Q p JOB NO : 20-0566 SCALE : AS NOTED SHEET NO. ST 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( 1/2" DRYWALL DOOR JAMB REFER114'2X8 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT — TO PRODUCT APPROVAL FOR CON PROPER INSTALLATION MAX. 8" DO NOT DO THIS #** 2"x BOT. PLATE W/ 2 10d 6" O.C. () @ APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO HE T 14" 1x4 P.T. 3-1/4" LONG X 3/16"m FURRING 3/16"0 X 3" LONG FURRING " 2 ROWS 3/16" x 3-1/2 () FURRING #5 REBAR (TYP)`6"O.C. @AND NAILED W/ 8d COMMONTAPCONS EDGES AND 12"O.C. FIELDO.C., 1) 2X BOTTOM PLATE 2 ROWS STAGGERED INTO STAGGERED @ 16" TAPCON @ 16 O.C. &BLOCK@ 'TAPCON. SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/M,1X8 2" EDGE DIST. ATTACH 41 PER MANUFACTURE MASONRY THROUGH 1-1 �211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAI L D. 0° HOOK (TYP.) STD. 90^ ` /j 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" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT Q METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" LAP SHEATHING TO BOTTOM OF BAND x 3-1/2" TAPCON @ 16" JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING ' +2" NOTC @FIRST COURSE SIMPSON HGAMIOKTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 L ` ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL +5n- NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BFILLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" �. SOLID W/GROUT it 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"xi 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 R INSTRUUCTIIONS . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAfLS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL OVERRAN �` �:, CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. �. INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE DETAILS A PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ X 0� TO TRUSS FRygN TO TRUSS TOP CHORD 11 1 1-0r' 51-0 .J MIN. 4" EMBEDMENT AT 16" O.C. + `� NG17Y 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 > EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • . /4" MAX 2'-0" 8" TRUSS + SOFFIT + ° . ► °" #5 BAR �p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + 1'0" • D ` • . ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. e • '► H IN TOP 1 X 4 FURRING 8d NAILS EACH TRUSS t. . ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d °', — ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING — b VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN � BRACE EXCEEDS 24 BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY7 SEE LINTEL SCHED. AND SECTION DETAILS -I • ' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I s 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► • DIRT . 6 . z_ TO BE INSTALLED BUILT UP PLWD. BUCK - MAX SEE PLAN PRECAST LINTEL °. • STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION t► 90' HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL, • - • - �� • • �� , • - , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4 -0) " • _ . � • . �� • _ . �� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ,, INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L @ SECTION ROOF EXTENSION @ M STEMWALL FOOTING SIZE AND B-B MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. 1.1 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. IN 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 DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED 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) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD "SET" cr #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER EPDXIED w/ SIMPSON a 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER 6'-0" F.F. EPDXY MIN. 6" EMBEDMENT & Cn FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE wo LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL > w a A REINFORCING AS FOLLOWS: I I H I C 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pI ° w g PRESS PANEL REINFORCING INTO PLACE. > : • • U z #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6 MIN. LAP SPLICE W/ REINFORCING PANEL . � EXISTING FOOTING ¢ _ (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. a o :° ' N �� FILLED CELL DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `' 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 n 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 rA 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. I SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4��_ -1-0�� „, „ SCALE: 3/4 _ -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. xxo11111U►it rrrrA� 0 IN Q..r` SE•" •• __j O Q: d •; No Co •; '�,. `� ''•........••'•gyp`' ROFEWO To the best of the Engineers knowledge, information and belief, the stnx tuural 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. 1- o .1 g S -'° N Q O O O M N N m LL LL 5LL°'Y5Y5 LLLLwa°W N y fh Z W'LU O C LL SS 4• Y S 3Z `� 2° 1 0.0 11 W 2E�� do20 O N Z NO N �MQ U W Ov oaa❑ c� C z N a � J a U) N z Q) (D LL Uj VO rU W a Q o w � o M M �W zo z Q ILL f0 E W O 30 wj Zf Q z0 E U ad U Z o E O N ao °�z W O x wz C ry � C z �x U O O¢ z Z z J W U g �O YU a mw r��LL C W� o O p ;lo $x CV J >Lo a; c � ^L' ,W .= T O CO c W = o U = T T r m E y M CV M c z z y E O E _ a U J Q J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. �� CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS Wr L-IVU `w L/'1Vr r 11lVVV ••LL4 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. DIRECTION TYP. ------/-WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ 47 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 V-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. ,;'ATRUSS (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD MIN. (2)2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP wj 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 r4 SCALE:NTS 'IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE PLAN I. FOR CANT. 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 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. CORNER L ° —SEE FOUNDATION ° PLAN FOR MORE INFO Al COMMON BM. ATTACHMENT SCALE: NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. 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 r2i� SCALE: NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON g. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL ; 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 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 7__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 J • OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE:NTS LOW ROOFMALL SHEATHING ATTACHED PER NAILING SCHEDULE 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. PLYWOOD FLOORING LOW ROOF TRUSS W/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: NTS DETAILS &SECTIONS ow k � to �•. 0 //1IIIIII10 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. Q O O N N i t i ,i O J LL MN^ � � � LL � ? LL °'; LL u-a ti 00. Z 4 ° 21 vrn°' 0�°� == o W W m o � rn moo 2£0'G �o �o IL DMZ 6051 z 0 0 1 0 � V z Z � Z � v a 8 to V) z GCl t'� LL o TC+ U ` a) OUl Ln C m US ' 1 Q9a o M ca EE E `�' HN aLL Q 'a W R z o Eg O Q ?Iz �$ Wz N N, L_ ° a o i ro coC o ° z J b �z rn CDgw (D O ° U z W c'i 3 o �C 2N 0 = > Lo tM .= T a(O O W 2 o 11, O Ln 04 O T L,sn N = N � ui E T M N c z z 3 O E N •- 4, o eCo a E C-) v .°� Q p C JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. D1 i i (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP 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 (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. MASONRY WALL CONNECTION. EXT. SHEATHING A BELOW AND ALT. O 2x CRIPPLES 16" O.C. @ (2) 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASONRY & 8d BLOCKING INFO QA SEE PLAN FOR CONN. W/ 12d TOENAILS T/B 2 ( ) (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. '°• SURFACE q 2x4 #2 BLOCKING O THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 FLOOR SYSTEM NOTE. VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN OKI OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END OF �• 12d EA. END INSTALLED AT EA. END ° G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) 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. 7/161 FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 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 TO 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 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 o°a•, u�° 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 A 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. OD 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 o INTERIOR HEADER NAILING AREA (�,P) 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 of 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 C B B C SP8 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND (2) 2 x #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE FOR SILL (MAX. OPENING WIDTH 4 FEET). 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 22) - 2 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 L g INTERIOR HEADER 2 x 4 #2 SPF STUDS O 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 Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TAPCONS TIE BEAM PROVIDE BLOCKING MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND OVER TOP PLATE (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O H STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS � • - SP1 w/ (10) 10d NTOP AILS 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 INT. BEAR FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE rj FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOORr-6 STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER G 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•°.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 0 SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN ° SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR FACE OF HEADER/STUDS DOUBLE 2x4 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/ kT 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS �qT NO W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft • Fsr82k4 TOA TOP SPLICE 2x STUDS @ 16" O.C. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 2x M� (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 ANCHORr8 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 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 2ON SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, x4 • EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TOP OF 2x8 TO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. BLOCK OUT TOP PLATE ATTACH Ile END OF OPENING CENTERED TAPCONS W/ (2) 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 BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS PER PLAN 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 1W ?,0 W Q \0 ��j/'j oR O F E S S \0�,���� //r/r,,/III I III I%1U`\��� 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. N Qp0p011 _gE8 ti�pp ppppp- Ol^Nita N N y cNp LL LL di - M > rLL W (6Q a s p c� 0mmso aa� a �zpY W m�ntO Qi�0 W ?' IL 0) NrNiZ oai U Z U ❑❑❑❑ W Z N C7 z g Q M d N N z cD j-_ �� LU W Q V O a c �N a® W o = �Q c Q � Y C:) N M oz � Zo ZWZ Q �o Q E w s za E° F (Q Uj'w� U JOU z of N f0 aa� °d = w wmf w Lp ro C -x 0 zz > z N J c� �m CL aLL �5 5 U3 •2 CV � > Lo rn L `0 .= T .—. M C s (O m Ln O •= j O r � N = � T ^ M z z E O ,- N C O U J Q J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. D2 ^' ^ "4 WEATHER dE BARRIER & 1ARILY SECURE WEATHER CRESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rL-Man"v� 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 asin each detail that corresponds to the numbered items in the list 391 structions 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 JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z 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 n Fi WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) E 4M SELF-ADHER (D V-4" PER PLAN V-0" PER PLAN SHOWER SEAT 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER 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 g a g CL I - LU LU - PLASTER STOPCL CONTINUOUS BACKER - W U ROD & SEALANT _ cr cc w U)° A IU) 5I1 2 4 WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 30.5 (0.6 cm : 30cm) 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 SELF -ADHERED FLASHING resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering EXTERIOR 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 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and BUILDING PAPER embellishments such as cornices, soffits, and fascias. WIRE LATH 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 Q 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. SELF -ADHERED FLASHING ■ Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER 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. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE g pp g pp g P entry cavity THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to revert ent of water into the wall FLASHING �et t 1 _eDHERED FLASHING or penetration of water to the building structural framing components Self -adhered membranes used as flashin shall coin I with AAMA 711 All a �L 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 ':��n.I:�:ra•1.r�r THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER 9 PY • exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, 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: RELEASE ADHESIVE AS 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. Ji3. Under and at the ends of masonry, wood or metal copings and sills. m 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) �C_ DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASSS ASTER STOP A NTINUOUS BACKER ROD EALANT tAENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ������������-ii-i-•-ice � � � 1 Cement Plaster in accordance With ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 N r- N 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications oDntained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o Lo O O O Cpr N J ONN N cNp LL LL a u:J 5 -,J -, :R U- M� C� ��ii 73 p,a"rp Y Ia Z p c p p0-' �m�o W W m� � � o __ LL �,�N o �Qpy NacnZ U OJ z ° 6 DDDD W 0� z N z z g a 13 Oro - M z V LL CM ' N W g o l a 0U Ow In toLU uz E 0CD � It C M w Z _J u E io >§ Z® a 0 C 110 g< wo Z O E N � i w <o -d Mo Zti am° �i W Q 3 U �LL aZ mw 4 J� o w ;o w 0 M U J �N > Lo 6 �o L. ,� N ■= T a G I-'- m cco Lln 'rTA' N = N � r' T M M N o Z M E Q "' y co 0. a o JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. W P A3 _ E� FL17244.1 _ _ ESR-3455 _ 12/31/2020 A23 _- - - FL10446.2 ESR-2606 1213l/2020 12/3M/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12/31/2020 12131/2020 /2020 12/31/2020 12%31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2Q20 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 12t31%2020 12131/2020 12/31/2020 I2131/2020 12/31/2020 12/3l/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 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/3112020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31l2020 12/31/2020 12/31/2020 12131_/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12I31%2020 12/31/2020 12/31i2020 12/3l/2020 12/31/2020 12131/2020 12/31/2020 12/31/2020 12/31/2020 ._.,__.�.__ 12/31/2020 12/31/2020 - 12i31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12l31/2020 12/31/2020 12/31 /202Q I2/311202() 12/3112020-�- 12I31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/31/2020 12/_3112020 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 12/31/2020 PRODUGT APPROVAL SPECIFICATION SHEET (Za,$) �2 - i As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a N -r�--e � NL OL o - Q _O 2 � O a) CO O L _ CU C O •)CD Z7 E O Cl) L Q .0 cclul tO -COV F- C U) <C Q FL17232_.3--- ESR-3445 12%31l2020 HU210-2 F00856.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212 2 FL10856.4 ESR-2549 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/Subcategory Manufacturer Product Description Approval Numbers Test Pressures Exp. Date dUtfltiiti� etackOi�ri 1) e r « X 4.1 / aK .t?1 0 do gal Cross u pplort May bo Cut tow► Six Amhgr { �4* c,, � � 1 " 1 soft ' s�f (Typ.) 0 a #14 SW DriI� _ ChRW3 10_51r kC Urit kl' om Edge • Hufl1cm.5trdp Washers Front Cross SUPPOrt f/ 4 Sdt-i[rl� r�tlt5 i ClllitJQi 1 Left 8 (16 t� i #� � E3>dCli@[5" kCrl�ssSupport o 44�'CA nit RWom Side (Typlc* 3 h slik forhurficane use)LSTA30 j N I j $ ( aierPOWU kW+tarlalr t " ` iaraj HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 1. EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL108W.4 ESR-2549 A. SWINGING ThemlaTru Riber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 HD410 _ _ FL17232.4 _ ESR-3445_ -_ 12/31/2020 HU410 FL10858.9 ESR-2549 ThemlaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 H0412 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 TtlermaTru Frber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/�7.0 psf 12/31/2021 _ HD0410 _ FL17241.7 - - ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 ThemlaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 HGA10 FL17699.1 Ewluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 ThefrnaTru 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 ThemlaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 f 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 WA20-18 FL17680.4 Evluation 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 HTT18 FL11496.1 ES-0130 PGT Series 5570 FL251.10 4/14/2021 i ITT45 FL17324.2 - Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 - HTW16 FL17244.8 -, - ___-_ __ _ m__ ESR-3455 - 12/31/2020 HTS16 FL10456.22 ESR-2613 C. SECTIONAL Clopay Building Products Residential WinclCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf 5/21/2028 _"- - _ 1ITW2o FL17244.8 - _- __ ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 Clopay Building Products Residential WirldCOde Doors W5 (16X7) FL15279.53 +30.0/ 0.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 H7W30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 Clopay Building Products Residential WindCod a Doors W6 (16X7) FL15279.102 +37.01-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 RTSM16 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 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 --- FL17232.6 - _-- _ ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 7/30/2020 __ - HUS28 - 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 T§eries 185 FL15349.1 +40.0/40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/3112020 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-445 12/31/2020 WS210-2 FL10655.107 ES11-2549 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ES -3445 R 1 /3 / 2 1 2020 LUS26 FL10655.111 - ESR 2549 --� JUS262 fSR3445- -_T-" 1213112020 WS26-2 FL10655.112 ESR-2549 3 PANEL WALL James Hardie Building Prod. _ k CemplanLap Siding and HarclePlank Lap Silting FL13192.1 - FL13192.2 JUS28 _FL1723211 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 WS46 FL10655.118 ESR-2549 B. SOFFITS Alside Solid and Vented Soffit 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 .___,__ KST260 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 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 LSTA18 FL17244.18 ESR 3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Urideriayment FL12328.6 N/A 10/18/2021 LSTA24 FL17244.18 ESR 3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 FL17244.18 ESR-3455 12/31/2020 LSTA30 FL10852.4 ESR-2105 C. ROOFING FASTENERS NOTUSED -- - LSTA36 ------------ --- FL17244.18 ------- `--------- ESR-3455 _- 12l31l2020 LSTA36 FL10852.5 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Pg P- Off V � ems FL16918.1 - FL16918.4 N/A 9/9/2026 - - --' LT519 --FL17219.2 -- --- " ER-0200 ---�-- 12/31/2020 LTT19 FL11496.3 ER 130 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER 130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTT131 FL17219.2 ER-0200 12/31/2020 LTTl31 FL11496.3 ER-130 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Cn CU O L O V/ `vL17219.5 > 0 Q, /1 CL }0 U O L ''^^ V! CIO ICU CW ¢ W z _..1 z J LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 Boral Tile Saxony 900 FL7849.16- FL7849.20 N/A 12J31/2020 LUGT2 FL17240.2 ESR-3447 12131/2020 LGT2 FL11470.7 SISR-2613 F. METAL ROOF GulfCoastSupply&Manufacturing, LL „ 0.032 Aluminum GulfLok 16 wig roof panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-25M _- MP4F FL17244.24 ESR-3455 12/31/2020 LT'P4 FL10446.19 ESR-2506 5. SHUTTERS MP5 __..._.._.._....._._.._-._..____..... FL17_244.22 _ 12/31/2020 LS50 FL10446.16 ESR-2608 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 MPH3516 _ -- FL17240.3 _ _ESR-3455- _ - - ESR-3447 - - 12/31/2020 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 3rzer2ole Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR 2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ -- - - -- - - - - - - ---- ANCHORS USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 Sim on Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/20 00 Entltyor Jos BpsMe PsWno!fie mm version Er„tneaaucerrse validated IN validated submitted FBCAoprovel Appro A" Revision zon Cat*Gulf tit Roofinupplyg Manutaduring,LLC. E52)49ng d Daniel Kuhn Locke Bowden P.E. 1a122017 ta1a2017 10n7n017 12n22017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing Infol1ligulfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer _ Quality Assurance Aooroved for Use Aporoved for use !mom li�lan sea Y Product Modw. Nun�eeror Name Product neserlo9on eorrrb:t exokation Date UL�Z, Outside HVHz g �rg¢gye 1 0.032&quot; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over l5/32&qud;Plywood -108.5PSF 2 0.032&quota Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&qua; Wide o4/t2no24 No Yes N/A +WAr Roof Panel over 15r32&qud; Plywood-116.OPSF 3 1&qua; 24ga. Gulf Snap %qud; Guff Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N/A6-131.OP8 over 15/32&qua; Plywood 4 1& uot; 24 . VersaLoc % ot; VersaLoc 24 16.5 d; Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ q over 15/32&qua; Plywood-138.5PSF 5 1&qua; VerseLoc.032&qud;Aiuminum 1&qua;Versalocmin .032&qua; Aluminum over 04/122024 Yes Yes N/A +N/Ar 15/32&quot; Plywood-101.O128F 8 1.5& ua; z a. Gurcsna 1.5&qua; Guff Snap 24ga. 18&qua; Wlde Roof OM12202{ Yes Yes N!a +war q 4g P Panel war 15/32&qud; Plywood-116.OPSF 7 1.5&qud; 24ga. VersaLoc 1.5&qud: VersaLoc min 24ga. 168,qud: wide Roof 0411=024 Yes Yes N/A +N/Ar - Panel over 15/328qud;Plywood 123.SPSF 8 2&qua; 24ga. MegaLoc Min 24 Ga. 2&qud; Megal-oc IUqua; wide Roof 04/122024 No Yes N/A +N/At Panel werls/32&qua; Plywood-106spsF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&qua; Wide over 15r32&qua; 04/122024 No Yes N/A +N/A496.7PSF Plywood 10 2aGa. GunSeem Min 24 oGulf odPuramover15;MAdeRaolPonsl 04/122024 No Yes N/A +NlAF93.SPSF error 1x4 Wood Purlins over 15B28�qurd; Plywood 11 24 Ga. Gulf Sown Min24Ga. Gulf Seem, I3/4&.pid;Snap Lock. 04/12/2024 No Yes N/A +N/AI 18nqud;VuideRoof impRoPanel over lwar&q/32&quPlywood +N/A/PSF 12 26 Ga. 5V Crimp Min 26 Os. 5V Crimp Rod Panel over 15132&end; 04/122024 Yes Yes N/A +N/A/ Plywood-158.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over IU32&qud; Plywood 04/122024 No Yes N/A +N/f6L131.P8F 14 26 Ga. 6V Crimp Ain 26 Ga. 5V Crimp Rod Panel over 10 Wood 04/122024 No Yes N/A +N/A/ Punks; over 15/32&qud; Plywood-156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Guff Lok 16&qud; Wide Roof Panel over 04/122024 Yes Yes N/A +N/a 15/32&quot: Plywood -161.OPSF to 26 Ga. GulfLok Min 26 Ga. Gulf Lok 16&qua; Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 152&qud: Plywood----- 17 28 Ga. GuNPBR Minn 26 Ga. Gulf PBR Roof Pend error 15/32&qud; OM122024 No Yes N/A +N/A/ Plywood-154.7PSF --V--- ----- MSTC52 - ---- F_ L17244.26 - -- ESR-3465 12/31/2020 MSTC52 FL10852.11 ESR-2105 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 _ MTW12 _ FL17244.8 - _ _ - ESR-3455 --- -- - 12/31/2020 MTS12 FL10456.33 ESR-2513 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW16 ~- FL17244.8 _ ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/202'L MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc High Strength Concrete Lintels FLi774 N/A 5/25/2024 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 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 FL10667.8 ESR-2615 � _ --- -- -. The products listed below did not demonstrate duct approval at an review. I understand that at the time of inspection of thesefollowing PPr PI pe products, the R information must be available to the inspector on the bsite; 1 c of the duct approval, 2 i )opal pro fro ) ----` --'-- ---"-" `-- -""-` ----' -"-'- -- ` -`------ ------�-----__._. ..___-_._,.___.___. ;-..-___.__. _-..--_._.. _.. __._. _�_„_..__�-..___._.--- ._-_._..-. _ ..__:_..__._._.__... _-._.-.._ _.-_._.._. _ _._.__ __......... ..........._ ...-__ -.__-_.._.._-_-.._..._. ...._.. _..._... ..._... -.-..._._.._ -_-.. __. _._.- ..__.._. _ _ _...-... _ I _ - APPLICANT SIGNATURE DATE - - _ _._____. - - H02A PHDZA FL17219.3 -- - 7- - ER-0200 -- �- - - -- - --_ 12/31/2020 -- FGTR FL11473.2 SIM200802 T PHXtJ3518 - FL17241.2Q - ESR-3444 12/31/2020 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 12/31/2020 H70 FL10456.6 ESR-2613 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 FL10458.13 ESR-2613 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 RT4 ....._.._._�_�._.._. FL17236.3 -.--..__..__�_.-..._...__.-.._... ESR-3448 ..._ __._....__..._. __. 12/31/2020 ._ H5 FL10456.15 ESR-2613 RT5 ---------` FL17236.3 -------- ESR-3448 - ----ESR-3448-..__-.._._..-._ 12/31/2020 H2.5 FL10456.11 ESR2613 FL17236.3- 12%31l2020 H2.5A FL10456.12 ESR-2813 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3465 12131/2020 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 12/31/20201 SP6 FL10458.44 ESR-2613 SPT6 FL17244.32 ESR-3455 12/31l2020 SIPS FL10456.45 ESR-2613 SPTB - ---- FL17244.32_ _ - - _ ESR-3455 - 12/31/2020 SPH4 FL10456.46 ESR-2613 S1PTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 -------- -- ESR-3455 - 12/31/2020 SPHB FL10456.48 ESR-2613 SPTHB 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 Florida Department of Business & Professional Regulation Page2of2 Building Codes and Standards 30/2o19 Product Approval Application Detail 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 HDQB-SDS3 FL1D441.1 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 SIM2D0802 UGTS3F FL2033.1 Evaluation Report 12/31/2020 MSTCM40 FL11473.19 SIM200802 Quality Assurance Approved for Use Approved for Use Impact Design NMI Product Model. Number or Name Product Description Contract Eumlretlon Date ID tpRrl outsider HVfIZ Revistant Pressurq 18 26 Ga. GUIIPBR Ain 26 Ga. GutfPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&qua; Plywood-151.7PSF 19 26 Ga. GuNPBR Ain 26 Go, Gu6PBR over 15/32&quot Plywood 04/122024 Yes Yes N/A -NIA/ -154.7PSF ZO 28 Ga. GuHPBR Min 26 Ga. GuffPBR over 1x4 Wood Purins over 04/122024 No Yes WA +N/Al 15/32&qua; Plywood-151.7PSF 21 26 Ga. GulfRib Ain 26 Ga. GulfRib over tx4 Wood Purins over 04/122024 No Yes N/A +NIA/ 15/32&qua; Plywood-164.2PSF 22 26 Ga. GutfR1b Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga Gu"Rlb Min 26 Ga. GulfRlb over 15/32&qud; Plywood 04/12/2024 Yes Yes N/A +N/A/ -159.2PSF 24 28 Ga. Gu11Rib Min 26 Ga. GulfRib war 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/AI 15/32&quot; Plywood-164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GullRlb over 10 Wood Purlins over 04/122024 No Yes N/A +N/A/ 152&qud; Plywood - SF 28 29 Ga GulfRib Minn 29 Ga. GuHRib over 15/32&qua; Plywood 04/122024 No Yes WA +N/NlA/A! -148.0PSF 27 29 Ga. GulfRib Mn 29 Ga. GuI1Rib over Ix4 Wood Purlins over 04/122024 No Yes WA +N/A/ 711686qud; O.S.B. PSF 28 29 Ga. GuMtib Min 29 Ga. GuHRib over 7/1B&qud; O.S.B. O41122+N/Al024 No Yes NIA ♦N/A/ .116.OPSF UPHD8 F ER-0200 12/31/2020 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 - - - - - _ - - - - Code Verslom 2017 FL 0: 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 Approved for use outside HVHZ: ALL impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET PA 1.0 NO. W. - _ . _ 1. - J 1 . _ . 1. 1 _ .. 1 I1.1 1 L: u.111Y jw Ji aU-, _ 1-6- Florida Department of Business & Professional Regulation Page 1 d 8 Building Codes and Standards 12/122018 Product Approval Application Detail SdW Entity or 20 ggY Dole Pendlne Rde Lft Italian liAgldLmunL S:Pded EnYwe tue.rwe YYldatede YdYmtd bYGmiWd 1 ABgaud Iwo Rwkbn 2017 The nnss-r u Corponalon Rids Yaw Lyndon F. Welts, P.E. Ryan J. Keg, P.E. 11Y15=17 07M22017 10118k017 12M22017 Apprawd Category: Extoller Door (419) 298.1740 PE43409 (813) 767-6M6 Subcategory. Swinging Exderlcr Dow Ataenbkea ridar/ cwnsutsia. CompWas Method: EmWdon Raped Rom a tom FlodOe Reueered Archood or a Licensed Florida Prdewlonat ExgMer jug ProductModel. Number sir Neme 91WmCAttY Product Dozedollon AnoravMfwlLe AmrewdfwUss In NvHz 9Lftld, HvN7. Im219 grime ARILIM P-,u, 1 a. The m&Tru Flo rvCYasle and Smoo6eSW Nominal 611039A &quo1Nonlnp•d&gM; Opaque 1221r= No Yea No WA Composto Edge Fmerylma Sipe Dow 0 ,X f. t • Composts Edge Flborglasa Single Door @ww(ns00Y1Mre: X tonegretm) 9 1. ThemrTru Fber-Colic and An uhtl Sl•r NomkW OL4690 AW074mimpecl&gid: Glued 12/3720'JO No Yp No MA Composts Edge Fbwgkn Sk .Dow Qn MlalOdtwmg: x taslpsallon) 14 n. Thwm&Tru FW-Cksok and SmoonrSler Nominal S&M;Q dkqudNmHmpocldmyW: Glued 120312020 No Yea No NM Compos0o Edge FbergMs mnglb Dow Florida Department of Business & Professional Regulation Page 2 of Building Codes and Standards ,7 Product Approval Application Dull Ik Amrowd fw Ua Amroved for Use kmea 211M lggd PredlW YadN. MbnbwwName $adud,Qgggnflpg InNYM OLdSkle.HVNZ BWWat PJtlYHL 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 1213irMO No Yee No WA 145-Y4&gUot;d0&gUot; NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OX XO, XX 12/312020 No Yes No WA 98&qud'X80&qud; NON -REINFORCED 3 SERIES 420 ALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312020 No Yes No WA 145-3/4&qud;s88&quot: 4 SERIES 420 ALUMINUM 30D REINFORCED SERIES 420 ALUMINUM 8GD REINFORCED OM 12212020 No Yes No WA XO, xX 98&qud;x98&q.; S SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM $00 REINFORCED 10O( 12/312020 No Yes No WA Florkh Dgpebro of BLmkun & P oks" al Regulation FWw t d1 Blikklg Codes and Standards low# Product Approval Application Detatl Rail®oar 9o0L mock [ gat Rot RmLEediee no mm! lid■ M■dmam[ 90" Andrtt&Hoe■ milmm lM( Ndd" ambo 1 a19d■olal A■■ad sun WYW01 20t7 CUWMDW*bndAA00,hM Deft Dave UL LLC Ted 00 0n. PE llrx 17 lorib 17 120051=7 Approved Calogwy.0 - Dodge (641)4W 2814 (30e)8ea4T07 GvMk sppx ExMlor DOw CmrpmroM dna4dkmaaSMicym tompl a WtMC Carrmem lark or using In amustiLmom gmdk Al Alm wAbL lm Am umdhL t bmro aid& wi Emmd9rmml■ ro 90OLIN ldmL m small ammuL t mat BeYlet E■em 1 W7, 707, 727. 747. and 847 0t11 and Pale d GONS rkmk Gaead. od L&AWed *4m led POW of 1221202M Vale Ya Yea NIA bolow n" deal Florida Department of Business & Professional Regulation Page 3Y6 Building Codes and Standards Product Approval Application Detail 1016 En it er 2AL 21AL Date P-Ana 291 ],ne YlldAg YatlidlmL li Sl Erdman l Llaraee YYidatetl av I(elmdtd awmmg FBC AmmeY A-,d $IBYIB RSMtlon 2017 Thanno-Tau Coryarallen Pods Wrlgld Lyndon F. SehmkL, PE. Ryel J. long, P.E. 1713M17 121`13rm17 1221=17 MM3rM8 Approved Category: Edorlor Dorn (419) 2W1740 PE-43409 (813) 767.6636 SubCdegory: 3w rIgrg ExleM Dow AssemUMs Iklv4illimbMgmnsutatds. C-Pkmu Ne6wd: EvMrAorl Rpon hop a tom Florida WgWwod ArdAed or a Lkwwsd Fkdds Pmewdo a EnaNw fif3lf f�helt;Ie OUYKV Maunnca Aowevedfor Use Ammwd/sir Uas &= Deal - AKA ProductlLutleL90 Gt�tiiiidlmYn Dab hob = 9aYWeF?Aa auwm PJfealn 1 a. TMrmo•T1u F®n-CI■tk and SmoolMslor Nor" WIMA &gWNwrlmpatl&quot; OPagw 12/311=1 No Yes No WA Compose. Edge Fbarons. Sbplo Dow (Irkwsq/OxRaukp; X aNigwam) a r. Thamrfn Fic.r-Clusk and Smodhaw NonaW 88839;0 &pNINoP4mpaci6,¢nd; Oppw 1241=1 No Ya No WA Composes Edge Fiberglass Single Dow 9 1. Th"&Tru F&al-Clmslc and Smodh-Shw NW" G&POOt f quds Nwi•In &gaol; Glued 12/31=i No Yes No WA Cdlposile Edge F'Ibwg - Single Dow. .X m Comooake, Eda Fbardma SWWb Door Florida Department of BDektsa & Protealoml Regulation pap I of I &Ilding Codes and Standards Product Approval Application DetaY tarm/a aslfvr■ go liNllLat 120 Rml gdLbmft RLm EmL Ngal■ lbudN r romp lmdrmlLYOI IYadlJet IOLWal abM arLhomal Am■em Mon Rnr1•IOn 2017 Diaper, - ProdudgC nkV" muk MeaYraald IMM - Taep Banns NA, dorynanow ll2w=? OBMoml7 121116=7 Approves CaYgmyx , - - Dom (513) T704 M kd. (813) 610•IMr ariCOMeaW. Sedbal EsYricn Door AWWrOn OW@dW%L*dom.- caAtaxaatmstawkCwdkMmrMmkwLie t gmdkAtLlmara homomt&LLho AaMU19LUE loW Rado Sol BOOrtRrdim gledmOmdULRml lamaM 9tmYLmaM btom m Lma■ 37 037 M6479 PAN-2F101. 64& 94. 73, 76,1500. 104 M ONO Pan NWr. 25 W1 SkvbLc r (up to ev eido) 001212000 No Yes No .30 PSFI-12 M. 4RST, 4RW. NW. OW. MST. 48, 42, 66.48a, 1MtDCOPIEW74: Ve 0rop Dom PM 42a, m8, OM tY1W GR6S, GRWV, ARIM, AR SV. ED6S, EDWV Florida Deportned of Business & Profesdonel Regulation Pile I or I Building Codes and Standards 1,sasus Product Approval Appikatlonm Detatl gob loom ➢silt a* RdLPmeo 20 MUM MEN= godENt rmllo mirmALWaaA IiaOladet YlIILY/ LmmaYd EWLAOARm Aemmad mma WvWm 2017 ThNm►Thi Cotll a, Rick MAgM Naeeel AomsdbWn a Ipan J. Karp, P.E. 1221MA77 W212a17 tarAZ 017 ApprorW dWMy, , etera Doan (410)2Wl740 Mrl.grrlwa aaaaur 013)7W-amIM 6M Cdoomr. amusing BOrl4r DoerAm M m doka�rOMWgmrMo6r0• completes trsr CwLYAdbn Mrk or LWM Cole agummaLboom 9MmAe Anowavadjortin Amonwoullfterlbse long Rd■ lmt alooLooddihmbKNAM EmboL mmr SNMNKieoNNLRO lemaM ammm mmi BMW" prom 1 & &quote odWf@ Mquat and &glMteamJoark by an Ed aO opgm and GYad FbrpYa omwe 124/2021 No Yea No WA TMmo-Tn 1plat ww ww" afto . b,sasp led ourwkg Florida Dep■tnw t of B Wr1 & Professional Regulation Pose l d 1 Saudis Codes and SWW*rds Ifilma Product Approval AppNeatlon Detail Gala LNYtot Rol Rol GMLBOME go Mine mid Macho[ ism m tiammRALMM zdmdm L mm am m a19d■■al An®ad boa W.WM 2017 CMM eubat PrbtluW come" Mwk V#Nbf" aerYk Tow" saunas Nh Guy nownw, 11202017 01,102017 121011=7 APprosad poppy. Bdwlor DO M (613) 770d082 id. (613) 6194M 6M oolpa.$NNW Motor Dow AaatrWea �Y•mm Cmgesww Naas* Cwncatlm Mark or LNaq 9adkArrmr AmentbLvn AMME dbLum bleat Reel■ KeelSLIMEa0d0■Id■ae io mmaimurYoam ke Rmmm mat &ohm Bnrsm e3 063VW-ePAN,2FfIM:84A04,73,76,1SW,190,4M'T, SWO Pan 0ti1. 25 W) DoMlo Cor 07ID 18V 06M2C28 No yes No .30 PBFJJO RSF 4, OW. &W. 4a 4Z W. 4M 4W SW GDMB. wide) VADCODEb174; Ma Swaps Clow PSF OD88V, GRMB, GRIMY, ARBS ARM EDIM. WHY Florida Department of Business & Professional Regulation Paw 2 of Florids Deparbro of Business & ProtesafonM RapulaEial page 1 w 1 Bilking Codes and standards irAmm BAdp Codes and Blundell Haas. Product Approval Application Detail pact Approve! Application Dog lYdl IdrLoL QW ROL 1LILhaie QW AseundaLUS Anorowd for Use mgem Deal- §Kf inNVNZ RddrL ! 2 ISM SH 32x72 Fin/Flange From IGBG Sh& Hung IDIM023 No Yes No •60-80 Ib! ii" Mrludao Gamom Eommm.&LYem 9dimu t kliftt limed o alGem■sl Amm1d a" Ra WIN 2017 OW"&a" Pmetee CN,pmy CSYeNy: EMMIkr Dom MintIII Y, ,-Too"Btnlmo NA Dry Pkrlwor 11f2L202017 oan02017 (513)7704002 Mt (513)5164M 1205=7 Approved SWOa"mr. SaLeorW ExMiw Door ANWON nwaeMAMtlMticIMY•eem dbxspeaaa Matta! CNWWIMm Mrk w LW M amdkAa ALEMMUKYm Am■adiLRm bean Old■ lot 4mmi addaw= BMINO Erma SO OIMVA49 PAN-2FIG& 73, M 84A. L4.42, 48.42a, Oda. OW Pm (me. 25 9L) SYyj►CSr (tp M 9'C wYo) 06airAm No Ya No .36 POP142 4RUT, Mel'. ODSB, GYMS, Allies, 9D68 VVBDCODE&P174: W6 Games Dow P■ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pam 2 of WWA20 Florida Departrywont of Business & Pmk$$W al Repulallon Balding Codes and Standards Product Approval Amftadw Ddd Pass I of I /1111e0ts aA am go IomkLr Rio Rot RoLftift Rot cmlt EntityGa Dot 20 am P.Nbw 20 Lmt Version IYOIGo lm contest Enolnw&uc.m. VallrWed9, yAadabd EYIKdGd FIBC Ancrowd Amro-d MAUa mm )how Bmwi w slim a m uLLUm kdmd k uldd !timid aman■d hum ad ■oa ReWUon 2017 MI Wnndows and Owe arem e6mge Amman Archeedunl Steven M. Urlch, PE 06042019 05042019 OW72019 Approved PA 11ica 2017 POT kwuwin Dan PAWk w m wade am - cat klowAt O 9000- VAL 1200=7 12MMi7 12262017 Approved Cdogwy: Winders (717) 3853300 Mem/ecWrers Asswishon (717) 317-8454 pkkamP yV (Y41) 488-0100 (?M3167r0 Subcategory: Fbked balanper(gmlwtl.com GuCalsoo. Fuel FYMd d�M.eoxxx CNrpllanee Mathwc CNtiseation Mark a LislMg Caeparaatmeeaae CarLLmllerl kirk wLYep 9NItlL6■aAtaa A9amadfor lUse, Agee kmoa 299m glalLAeml■e Aeorowswiftwua ileandto[Lr basins awn lead $sdLm. a Coread Esol anon oat. In W49 out".mmZ Ereim lRmem lm! ikm mLem limak KM M 2dmdLmm omima PJmmm 1 185 FIN 73 x 72 nwlsted Glass 0/Po32023 No Yes No .00F60 f PNFg620 IlaxseWb kaeom VOMFbMd VVlldew 003012020 Ya Yale Ya WA Florida Dolow tin sr>t of awnless & Pmsaiorel Rowdatiolt Paw 1 er1 Bulldkg Codex and Standards 1A1e Product Approval Appftodon Detatl 69unan raft gditK got go RNLBN s Rot lien bond Mom md= 20" l iduffA i gliddi .K bmi" AWA M arAmrdd ammo awn RWMN1 2017 TlMrtn►TM 00rP, a, Ridk VftM Iseft F. Bol.rdd4 P.E. Ryra J. Kip, P.E. 1100141110117 lon82017 1002J0f7 11122M7 Appose CrasOO•Yx Fxaebr OoaM (419) 2WI740 PE43M0 (813) 767-MM BMCoYeoly.81.it9k•9 E1Mbr Dow Assemblies d*AerAbkkOW-Yw. CaaparM.mMot Bananas I is, [*am& ern Fwd k Raglaaea0 P^tAwaw o LkMaed Model PnoMoWW Engkrw simmmmibdmb golrArsmer AmmmdlmuB dmondmLRm low Orlin Lai LMON LREAdafm rmlmdlrlagmk2a ki gimiL= sob" ft r 1 0. Al4woweatCJSwicepoet. 8pgt. 6893" 8gtmtkxpookpK Glued Fbtglms 12031=1 NO Ya Ya DIM &gaRCYm W4WMkp ok w 6gntCbmkCrM Rumba*nt Birgla Doer-pQ MwYp-00 wi g Owibwaaa Florida Department of Business & Professional Regulation Paw 1 d 1 &dkkg Codes end Standards la w& Product Approval Application Detatl Rik go � go Ames Ho me tr■mr Mo Gomm �a■■ �d � &H ldd" Ammons hound Iwo Revision M17 Jams...... ownho PooWdS, kw PI lows 2lr Wald 1. o6wn John BoWwd. P.E. Oar.4m? 08100IM7 (601W17 W012017 Approved 1. 0 1 Palo Vhss MM340,2r7 PE44121 (3aM 397-20W etWOaepryx BMp Pko*-Gzv� cwapBmw mosio a BeaktSoon RopodLmm a d wown Pon RaIII AmNp or a Uoased PorYa ProasW W .., amdkAralmm A■■dA LVE AmmamfloRE am Rd■ Amu beekagnA■" Sdrmmlo*lmmaa IN, WAR eAlift min no" Earl■ 2 NodUPYnk Leg alit lbaepgwd IMP cap 1221rM Ya Ya WA WA Florida Department of Business & Professional Regulation Pap I of; Building Codes and Standards Vmrmn Product Approval Application Detail OWNS AsaMarce Amrowd for Use Approved for Use W d D11111111 Flaks Depar6lxM of Business & Pmbs ionel Regulation Building Codes end Standards Product Approval Appticatiml Dotal Poplar/ taews PLRUHSIM am nookm 2MLases MIN Amy liononammL Rand 1iWol( Mda d bW■o SI A■■Kd Amw=d Mon Reveler 2017 JSma Hwft guess PMduor, Ind. Pileup am R' I L Ogowa John sowhoK P.E. o&2v 017 ONMM17 00FAM7 1111MO2017 APprwed cowearr.PaneMats owso-W PE,Nl21 (am 88."" ambeamemr. Silos pb obwwxhmo wns" CaperMt klOmNk EWakiedw Wpm Lan a db.oern F1wica WpkYMd Anhbd or a IJoonad RwW Pnolauaotte EtrpYMw SAUIUaLossok amuL/govgo A■■oibLurA AsmmodmLuo sma owe Mf EMOOLNUK AE EmasLoommogLoodMmYmoRLm b" M 21mi tmm Be rid P3 2 HWftPPlo* Lop Slat BDeranwM lop edkt 12212020 Yes Ya MIA NM Florida DepaMMM of Business & PM ssiolal Regulation Paw i w 1 Bundling Codes and Standards /m2Ns Product Approval Applkatlon Odd aNLIAi! feat 21O Le Rao an ROLbook Rent MUM )idm Mrm■mm Genie Zommo LL&M Iaido.!( endow LOmMd 17GAn■al Ammu a" Illvl-o 2017 POTkd1Mbtn Darn Rrrk mmmwu tBCCO-CER M vr")0 tB000-VAL 12202017 lZ4W g17 121211410117 Approved I I, ,: yledow (Wt)4A84f00 from me nso Bangle Hum ma'am compl■ MArok cosews nMwk or us" lm! go L h■ Bello bmE� Awwayad fortis Aapssd Quwkt for Use IM and Rd■ Boyd Eel 7 al"M(LoryaeMta YrgooO Vbm Bat b"Mildew 0720W20 Ya Ya Yes WA Fick& OepeNmrnt of Business & Professional Rep ledonn Pew 1 a 1 Bulkkg Codes and Standards 111110018 Product Approval AppYcelkn Detail aAM,ell am biome[ go RAY RMEmdm Dot Inn MIND mmdmmx QNW Im■AmiMl Ndihm YYOod ado" alahon d hound ilea RwiL[In 2017 POT Missile Dan Rork Wn*aodo 8000-CER MWsa)Sa BCCO-VAL 12106Q017 11M51WIF 124=17 Approved polo, I YYicOas MWpMemrx mien (941)4860100 MO 316,2000 AuadrppgeduWNaown (M 40MM MIeM! Carmo OM Mark or I N% aiMLgllamom amioLAooma AamLni bLum AmmudiLum bond mum tut EMOam■rdom 9m m&M dmgmLRIle hmmi gmtlkl BeYmm E■em 1 Maas Axe pointaed yWYlOows Alumi%PnMWonM 06282021 Yes Ya Ya NM a to a*& Florida DopaMmk of &rbnaes & Professional Rapuletion Paw 1 N1 Buldkg Codes and Standards imme Product Approval Application DOWN aallEmm Ana ft Rik Mon Minion[ IYmlm LombEL&LIM■L MdMdm k EWM" am W ! Am om Mmt P wekn 2017 Ab W Nick Thoepan Lyndon F. Bdwr^ P.E. Ryon A sip, P.E. 10004=7 100=17 11Y112e7 12M22w7 Approwel pYpry.Ponelvala (330)022,2180 PE43109 (813)TBr4ww nM0•Mpry. SORT kamnptwkMWdt.aom conpMma metro* awkwoo n Rudd eoln a Ficda R49Nicred ArdaM or all FIN Is oeaW W 910 sammunzoam awmL ! Aummo0Lum AROMM IMIM Yetmd Rd■ Wl B90dRm9dntm gumotommmELRO In Bohm EaLr■ 1 a. 8gmt7regwt$am vet or aped Vinyl foR 1203ifAM No Yea No NM Florida Department of BusYeas & ProNaiorel Regulation Paw 1 d 1 BuBdUp Codes and Standrds lawls Product Approval Applkafm Dotal "12394 I atom all" go Rot DA&bo a ROm mm NOMM Ma11&AKM 1tti0utJ<lIr■! YW.LL!! )hWtl lNhmm PJILame d Amod awe Rwielon 2017 ThemrTN cerPexaMkn RWk VWW Wterle AoatlNm& Rpn J."I&P.E 12202017 Oa21MIT 122WIT Approved Q - - I EAWW OOM (410) nl-1740 Wn•pNnks YslaAa 013) M-Ps66 8e6CMsrY a•exgbp MarbrD=Aaawabin ddmombMpCoatemka CaalPeraa MINN* pnemlm MrkwLWit Coln aaunaLbob a goo LAemmam ammmdaLum asommiM[9e and 210a lLal i�otomll.lmr■ No ■mat 9ttetaLe BohmEase■ & a. &quot8moob4M4gLot and 8gaotaondWok by es old am opapr Ad Goad Fee- Corr wah 12/31raw No Ya No NM Thwml -,rn aquot and webod8kloaa btwit ad OuWft Florl s Department of Business & Ptot■golel Reguation Paw / of I BuYdktg Codes and Standards laws Product Approval Appgcatlam Detal aAmim 20 l■lL9I DW No OMLB lft go Mon IdYe Mead■[ GAmW bdetl[ALmtr! VANNUM IYEWW lomm M A■ W ammo mY Revision 2017 POT iIdrMBUa Dam RUYk MWM-Daft NOW -DER MWM-De tB000-VAL 1290=7 llir"17 12rJ62017 Approved pYamy. Bawler Dome (141) 404n00 (786) 916,2r0 SWCaMamy. $lip BdNbDDW AWWWlm dntr abN&omn polPlrtoOa MstMt DweeWon Mark or LMM nmoLaILBROM 9elraattat Ao unuff s Amm mdhLu L loam& grin Aug roe■Klmkwooao hkmm gimmL M Brian ea■■ 10 8GDIM7o 00 owns anpom Vinyl mils GMm Door 01/142W Yea Ya Yes WA Florida DepeNnerd of Busklses & Prosesbor of Regulations &Aft Coles and Standards Product Approval Applkedon DeLtl Pageld/ 11sao/a "ADf !ffi go loam got no ➢MLboon to Eo YBo n mmubo m orbs ladEK LNM 3NIAWA t all" admim ffirAo■al ARWMM awn ntvMIN =7 O OMBraip PMOrtds Cwapmy Mark WWs41w11 bash, TOW48wvloa NA, Gary Pk~ 112WJ017 IMmorAI7 iL06TJ017 Apprdwd c I., fbftd oem (613) 7704ar bin. (e18) 6198r0 e00e1loaN9. 8adbnd 6deiw DowANK44M rtardwbmoobmoen doaptrr Yk4laer -1 Ion Mwkw Lk t noonaLbama golLau ammaLILun hmmsuaLue king Rrlo Wl EMONubotmwdKALIM Baflm21m f 9oeolRMdaYoeJioe ILIaaM 9Kolde■aQ BMW" E■a■ 102 IM W8.46 PAN-0Ff63: 73. 76.64A, 94, 42, 48.4M 4■, M M Pa (min 25 W.) Doubb4w (07Is 167 aMM202e No Yes No .37 PSFH1 4ROT, OW, Goes, GRIM. ARMS, ON wYy WLOCODEW?4: NY Games Dow Par Florida Department of Business & Professional Regulation Paw 1 d2 Building Codes and Standards wwom Product Approval Application Detail lr E 14okrJ YodY. Nmbw> van . fewduct p19M n Aalnrovad forua AMO edf,113e Imgitd In"k&a gWdsb.11>mt Resistant PJnam Florida Deparinlent of Bueiless & Professiomi Regulation Milling Codes and Standards Product Approval Applkadon Detal Page/oft immis PLM21 i 210e aeamlt Roe as OaeBeft RW Mum )logo MMIdMO [ glob CttlerJLkno imbed" mdddd &iortd arLamm3o Ammai awn Rawhide 2017 JraM Nrdic Building Pmdme, lass. Pkrgdap Zhu Rmrld L OMM John SNAhod, P.E. 06202a17 0WOM17 oefAm? larlowl? Approved CeUgwy. Pants Wook MM 340-M PE24121 (354307-200 MbCmbs3: nit Pk9dwo,2hUlaw olor CaaptrM EdM* Evokodon R@Wtnm a d1oom Mile RaplrmaArcand w a LWwmd FIOrlds ProMWW W EneMw SMOLA■oBr amoeadAwilm amm■lrun room Oct■ lml EmOdRl SYooMabWOBRLIt 1MHVW QNNmkfm Bohm Eu 1 DM OW& LAP mdicg leanosaatd lop edkp 120i/J020 Ya Ya WA WA BAllinM BE �m M■Oloee FAWN 2017 Alone owe . PwW vies snowbow. Soft C Nes mseaO* EslaStlm Repmt Mama RbMe RsgIWMOAmhbd or a L oeteed Ficrds PrdoaW W EM~ Wl 2 b. ngktdJlaraca T4nquat Beim Florida Dep rbylont of Business & Professional Regulation &Aft Codes and Standards Product Approval AppkWm Dotal Ppstdl imawe zolkLz an Gomm I■YrLALMI M I ddildk >� b� hoomi awn Nick 7hoonlo an Lyndon F. Odw M P.E. Ryan J. Khoo, P.E. 1004.2017 10a92017 101111=7 121`122017 Approved (330) 0222350 PE43400 (813) 70?-M ralatgewrMaNtlt.00m AooadMLus Am■adJbLGm arm Rrlo Emidtiuo�aa RLY IBIaIM fit= Bdmelm Ea■■ Vat or am Viso soft 121314M No Yea, No NM .9.r Cn Cu �. U L O O 3 O N C C. cu O C 0CIO >` ICU 0 O .W -0 ICU L 0 0 Q i C V `` ^^ mcn ■ amamma� C� 0 in amamm� -4-00 C0 CM) ■ m� Cn 0 C- U) La Q CL O 'W'^ v, V m m w Q Z Z Q J d SHEET NO. PA 1.1 I' II Florida Department of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Page 3 cf 3 VMM20 GM EouuLac Rite Cm ode tiandm 292 zw rifalon Mardefichirar Contact Enamor & Uearw vaaaed Be Yxwod MatWd F5.9peraniat Ansfirovedaids R.Nsion 2017 GAF Michael Steh Robert Mem4wn Jam W. Knezavlch, PE 12/112019 12/112019 12Ha2019 dng FSC Appn Category: Rooting 1800) 788-3411 PE-59106 (954) 772-8224 eabd:i4pory: Asphalt shingles malahggasom Compliance rMhod: EWuatlen Ration Wool a Florida Registered Architect or s Limsed Florida Professional Emguar Cause, Asisurnince Approved for use Approved IN Ua woma Q!!!m lag FIB tinCorarad Saimito Date Ina00m &ahteot 1� 1 GAF Aphat Roof Shftlft I7berptess replaced 3-tab, Isminded. Stab and 12M$=2 No Yes N/A WA hpMdge asphalt shingles Flocks DepaTmarrt of Business & PM%$W nM Regulation Page+al Building Codas and Standards lmmis Product Approval Applicstlon Detail Situ Saes t9lehst glue Rite 2ML&A le Rile BM boa mowbd= Saar LmaKASJoaou luoub Lt INN" mimrrd � am mw 2r Ravwon M7 LV. Inatenen, w. aW Thompson AsdtWsa Tay l2slleann lads it Pleat Lads 9aeden 1aMQWT MGM? iWITRM7 1211122017 Approved MftbCompany, (MMOM (813)24&3M PE-74mi (324)3041100 Cepeepry: RaoWp q.n,m OwbOde9ay: Roosts AcDNSWW V at a en .liar-' Part cgs Raoep ayeMn ONIVIOM KNOW: Ewkebw Row real a Pistils Raeatared AmhW or a tonged Florida PlosaaMW EttOnllsa BAURVALDIM RrBltdwopea anmmLbtun humWlarm band Rain led! bwokommuft 11111 m Malin= Sunni Emus 3 TAMWO$f spa RodVWwMgeds 200& net mdvwdpdalvmt kdpabdbemg o9vvm Ya Yoe WA WA Florida Department of Business & Professional Regulation Pap 1 of 2 Building Codes and Standardsp Product Approval Application Detail Sala Egdbta me )nor Ri4PJmAM Joan bolt Version klamdao[er cantor tll9aga YMaI>m mL vtYabd MOalsd FMCAmmtet AgamJ(d atwm Revlscn 2017 Bea Roofing Anderson Robin IAPMO Uniform Ewlantlon Gary W. Mlkr iona2017 IOMOM17 IMUM17 APP(Ond Category: Roadng (801) 3804MI S.M— LLC. (203) a54-0160 ikbCatepory: Roobg Tars Raba.MdenscnQbcral ew Compllmie M@Uwd: Evauatwt Report Wan a m Product Ev4w8on Enay - - MAMRAUZMouk Am Product DoscF&udm gaNX&MUM 29UMkaLMSUUBMJWA Anproysid for Use in HVHZ AooraadfarU, RuiddiaHVHZ Iva Resistant gain rialu e. onyMAM9M a se NIA WA 17 Saxony 900 - Country Suds, Hartford Slant, Shake, slats, Flat Prctse - Stooldon, CA 12/312020 No Yes N/A WA Split did Eng9sh Thatch 18 S"MY900- Country Share. Snake Bamp; SM. Flat Prmle- Henderson. NV 12/312020 No Yec N/A WA 19 Saxony 900 - Country Slide, Shake. Slate &amp; Spill Fla PraN. - Late Weles. FL 12/312020 No Yes N/A WA Shelia 20 Saxony 000 - Shake &amp; Sid. Her ProNe - Lathrop. CA 12MM020 No Yes N/A WA a 911 Med.. over 12131=20 NO yes NIA 28 Vol. 900 Medium Prose - Lake Walls, FL 12/312020 No Yes N/A WA Bt1BlDL late bore bimlaa Hanle n[ Mrbion 2017 rf W awang Conponsn Greta WC. 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Palest Locke Bowden P.E. 10119=17 10,65M17 10t=017 12M22017 AW—d Category: Rooting (417) 624-6644 PE-14021 (334) 3MI800 Subcategory: Underlsyments kam_edenQtunko.com Compga ne hashed: EvauaOan Report ken a Florida Registered Archtea or a Ucensed Florida Profeaslona Engineer tlesam , AmEgaedfar Urn Arrrowd far Use hiond gpyr Florida Deparinttnt of Business & Professional Regulation p+a+a1 Building Cobs rub Standards kvaou Product Approval AppNcod- Midi agim n fora iMltt aft gilt RrLEmaa sett DR Irma OUNhI K Saomoi Loma[Atmemt IOIIIrodbt YdltYe rancid IDRA®d A®mt slat rWYon 2017 LV. Thompson, s& ra4 Ttlarow Mllaedlra Tory CluYWanm 2adsry R. Prwt Laga,fia n IOMGMT ionaMI7 lGn7aM7 12112R017 Appasid ItesYlbnpeny(TANCO) (813)248.34M PE-7401 Wfiloo-1900 I - — ,: Raise rrNmOepmespoaae.anm asecaroay, re aut Aeasaaba and aM art Wae9rat Prat offs Raoap %SMn CegeasaMMhalr Eak.folt Reporttorlr s Flat Ms Rogb*W Aldubd a * UC~ Fiw PrpsrbrW er eltsa SAINnaLbmwm amrtAa AsoUghLYn ANOWULNdr how gain Lot AL emOWRrdir ]at= gwmdLu lm ®mart Emsa 4 TAMCO RMW Tap ON4WO Va d Wb Ooft for Tie 26 per dais redMt been 09a92026 Van Yes WA NA Florida Department of Business & Professional Regulation page i at Building Codes and Standards 12QFAX Product Approval Application Detail Cage mass ar Jots am Rim PlnYoa R0 ffis version mwxftcww Sacral Yahrrad IN venaated Mdttd FOC AW FUM 9aJsnQ night Revtam 2017 (Maba Protectlm Products, I.I.C. Tim Robinson Walter A Ttia Jr., P.E. John W. Knea.vkh, PE Oa082017 08312017 O9n 12017 12M 22017 Approved Category: Shutlers (954) 889.7545 PE-44167 (954) 772-6224 a,bCatepory: Stem Panels tImmlinsonQgpPent.corn CompHance ltsthod: Evaluntlon Report tom a FIaMa Registered Arcchtad or a U msed FWlda Profeselona Englnw 9lmlet Aaorpved for Use Aeerowdtr Use hnoad DW- ant Pradtl raw. mamba or elan gg n Contract Elaralon cars In M Otd" HVHZ Rad dirt P- 1 ZO Gape GWanized Stec Storm Ponel&MVHZ corrugated Genardired Steel Shorn Panels retained 12/312020 Yes Yes Yes WA GtILla40 20 MGM Yahe saldmbm Reaal9n 2M7 LV. Tlonpnn, an do Thompson Mdftft l Marts COrrOM (rAMM cowr. ft*V eebCebosy. Moap Aaaneaiw 0r1 a w Pa pa PMorps Roark Sywam CaapKa ib&ot Esaksliorl Regom*an a Fbr40 RaessredAudasd or a Unionist MW Prdsssbnsa ErtOktees aaual&unmh m aces tmamLmlidlvmmkffALOM 1 - _TAMCO FYI Top Mwps VtetYeah Wb forTes Florida Deparh ow of &oinea & Pmf"*W M Regu M m Building Coda and Standards Product Approval Application Detail mrcoc goon EsemmLAimmn Taps chsessn Zedwy IL Plat (613) 2465466 PE-74021 26 g& ebb redvesWemr was bales momo mL Laos Bowen (33y 3OD-ISM rp+a+ +aap+e Rim Halt RibBION Ram rildrd Mated MCA==* Amomt rir 110/1020,7 I(VIGM17 totiTRM7 12n22M7 Apposed gooLanmmn AMMOMMMlla AomoLuft twos goer Ogre birAm QNNNL for Bohm Gramm o9Nerm Ya Ya WA WA FbAda Dope bmt of Busktaa & Proftsdoi l Regulation Building Celia and Standards Product Approval Aoftedoe Dotal Pass +a/ lnwo PLMMN& t Rims laaLas Rile Rae RrtNaan Rol bun bsr Y NiNiNK Srer laslaaat&Comae lhlulrgibt )hltlma llimrd a rLhmml l Aomad son Mvbsn 2017 Fsds MOW Presses lo. 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Bernardo, RE Troy Bianco, P.E ion eMI8 10n82018 10232018 12M IOD18 Appro+ed categary: Shutters (561) 712-SM2 PE-0046549 (954) 047-OSW Subcategory: Storm Pan" miketra.4amrl—shod. Comp9ena Method: Evaluation Report Ban a rs.cam Florin Registered ArdlRect or a Licensed Flodda Professional Enyneer GLoft Assurance Approved for Use Aromyed for Use Mmad ggsiga Lai Product MOM, Numpar w reason t3sriai Dirsotlmon Contrad Menhaden Dow Inaf)INZ 4famd'a HVHZ tWment Foram 1 24ga Gal—ked Steel Shorn Panne 249. 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Unroll, PE 04JOWMIO 12M&M17 0062018 08n22018 Approed Capary: Rooting (501) 982-0511 PE31242 (717) 317-8454 StbCelegury: Rooting Accessories this are an sceMrilWmen—com Integra Pad athe Roofing System Compt ina Mamod: 6valuaim Repot Wool a Florida Registered Archted or • Licensed Florida Professional Engineer .. Glary Assurance Approved Its the Aborowd for Use aspect -. affia Product Marla. Mu umber m or Martin $gam„ n CaotradlrMtlltnJom b.11nm Outside HVHZ Resistant Enlaaml. 1 Deok-AItTM DA-4 Low Profle, Polypropylene Pbake, Rod Vent 07/102021 No Yea No -97.51-07.5 Mechsn oaW Attached to Plywood Dsck. Florida DepaMunt of Business & Profeaionel Regulation Pvea i a+ Building Coda and Standards +amuse Product Approval Application Debt! 6AUNA Shia MMILK ! Rol gs.bl" Rita bore idol m oamum Sbmr lMdEKAIJr Vtlaldmt rildrd Akbs EIRAood Ammm awn MOWN 2M7 met aladp cprr4larteee Gasoline. aksd Lens ICC EYeltlebn 8esvia, LLC VMN M. 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